Ponte Vedra Palm Valley Traffic Study Final Report by North Florida TPO

Ponte Vedra/Palm Valley Traffic Study

PONTE VEDRA, FL JUNE 23, 2017 980 North Jefferson Street Jacksonville, FL 32209 904-306-7500 TDD 904-306-7502 www.northfloridatpo.com

FINAL

Ponte Vedra/Palm Valley Traffic Study

Summary This study’s purpose is to identify improvements to enhance traffic flow and safety in the vicinity of SR A1A from Mickler Road to Duval County Line, Mickler Road, Palm Valley Road, and Roscoe Boulevard/Solana Road. The following intersections were examined to assess traffic benefits, right-of-way impacts and costs. SR A1A • Mickler Road • Crossroad Lakes Drive/Oceans Edge Drive • Plantation Drive • Sawgrass Drive/Fairfield Boulevard • Palm Valley Road/Old CR 210 • ATP Tour Boulevard • PGA Tour Boulevard/Country Club Boulevard • Sawgrass Village Drive/L’Atrium Circle • Thousand Oaks Boulevard/Ocean Place • Corona Road/Summerfield Drive • Library Boulevard • Solana Road • Dolphin Boulevard • Marlin Avenue Roscoe Boulevard • Solana Road at North Roscoe Boulevard Palm Valley • Roscoe Boulevard • Canal Boulevard/Possum Trot Road • Landrum Lane • Mickler Road Current and future traffic concerns in the Ponte Vedra area prompted this traffic study. Continued traffic growth is anticipated within this study area over the year 2040 design period for the project. Alternatives were evaluated to improve the intersections anticipated to have the worst congestion in the future. Improvements are proposed at the following intersections: • • • • • •

SR A1A at Mickler Road SR A1A at PGA Tour Boulevard SR A1A at Sawgrass Village/L’Atrium Drive SR A1A at Solana Road SR A1A at Dolphin Boulevard Palm Valley Road at Mickler Road i

Ponte Vedra/Palm Valley Traffic Study

Improvements to meet the long-term needs within the corridor include: • • • • •

Widening SR A1A from two to four lanes from Mickler Road to ATP Tour Boulevard Widening SR A1A from four to six lanes from ATP Tour Boulevard to Marlin Avenue Widening Mickler Road and the east-west segment of Palm Valley Road from two to four lanes Constructing a new ramp from Palm Valley Road to Roscoe Boulevard just before the Intracoastal Waterway Bridge Constructing new sidewalk and bicycle lanes along Palm Valley Road

The total construction costs of these standalone intersection improvements are estimated to be $3.4 million. The total construction costs of the widening improvements are anticipated to be $32.6 million.

Ponte Vedra/Palm Valley Traffic Study

Public Comments Summary The public hearing for this study was conducted on April 25th, 2017, with 540 people recorded in attendance. An open house began at 4:30 PM for the public to review the project exhibits, ask the project team questions and make formal comments to a court reporter. The hearing presentation began at 6:30 PM and included a public comment session. The public had the opportunity to review the draft report and submit additional comments online at www.northfloridatpo.com. Comments were also received by postal mail. Two hundred fifty-two individuals submitted comments for the study. The number of comments recorded is 424. The SR A1A or Mickler Road widening recommendation was referenced in 28 percent of the comments. Of the comments mentioning non-specific roadway widening (seven percent of total comments), 87 percent were opposed and 13 percent were for widening. Many widening comments were focused on the proposed SR A1A six-lane portion from ATP Tour Boulevard through Marlin Avenue. Ninety-three percent of the comments related to the widening of SR A1A were against widening. Seven percent of the comments were for SR A1A widening. Thirty-three percent of the comments related to the proposed widening of Palm Valley Road/Mickler Road were opposed to widening; 69 percent were for widening. Seven percent of the comments mentioned the roundabout conversion to a signalized intersection at Palm Valley Road at Mickler Road. Sixty-nine percent of those comments were opposed to roundabout conversion and 31 percent were for roundabout conversion. Graphical results are shown in Figure A. FIGURE A. SUMMARY OF PUBLIC C OMMENTS â&#x20AC;&#x201C; ROUNDABOUT AND ROADWAY WIDENING

For

Palm Valley Road at Mickler Road Roundabout Replacement

31%

Unspecified Roadway Widening

69%

13%

8% of Total Comments

87%

Palm Valley Road/Mickler Road Roadway Widening SR A1A Roadway Widening

Against

7% of Total Comments

69%

31%

7% 0%

93% 20%

40%

iii

3% of Total Comments

18% of Total Comments

60%

80%

100%

Ponte Vedra/Palm Valley Traffic Study

Seven percent of the comments mentioned support for intersection and timing improvements in the study area. Fourteen commenters would like a signal at a current unsignalized intersection such as SR A1A at Fairfield Boulevard and Crossroad Lakes Drive. Some comments also mentioned support of bicycle lanes and sidewalks. Concern was expressed regarding speeding in the area and the need for better enforcement of speed limits, texting while driving and tailgating. The largest amount of comments received (123 comments) mentioned a need for a new corridor from the Town of Nocatee (herein referred to as Nocatee) to either San Pablo Road or Hodges Boulevard. Based on the publicâ&#x20AC;&#x2122;s feedback, additional analysis was performed on unsignalized intersections. Should this study progress into the design phase, it is recommended to collect additional data for performance of signal warrant analysis at the unsignalized intersections. Additional results for the roundabout at Palm Valley Road at Mickler Road are provided in this report. For traffic calming, single-lane roundabouts may be considered along Palm Valley Road. Additional right-of-way acquisition would be needed. A select link analysis was performed on the NERPM A-B model 2010 model for the Intracoastal Waterway bridge. This analysis estimates the percentage of vehicles making trips on the Intracoastal Waterway bridge to and from Nocatee zones. The link analysis does not determine what percentage of Nocatee residents travel through Ponte Vedra Beach and what percentage travel towards US-1 and I-95 â&#x20AC;&#x201C; only the percentage of bridge traffic. Data collection and vehicle counts are needed to verify the model analysis. The 2010 verified NERPM AB model select link analysis shows that approximately 25 percent of the trips utilizing the Intracoastal Waterway bridge are to and from Nocatee. Of these trips, most are originating from and going to the Nocatee zone that contains Ponte Vedra High School (approximately 64 percent of Nocatee trips utilizing the Intracoastal Waterway bridge). Detailed route analysis would need to be conducted to further determine current traffic patterns in the area surrounding the study area.

Ponte Vedra/Palm Valley Traffic Study

TABLE OF CONTENTS INTRODUCTION .......................................................................................................................................1 PURPOSE ........................................................................................................................................................ 1 BACKGROUND ................................................................................................................................................. 2 STUDY AREA ................................................................................................................................................... 3 EXISTING CONDITIONS ............................................................................................................................5 FIELD OBSERVATIONS ....................................................................................................................................... 5 2.1.1 SR A1A .................................................................................................................................................. 5 2.1.2 Roscoe Boulevard ............................................................................................................................... 12 2.1.3 Palm Valley Road ............................................................................................................................... 13 TRAFFIC DATA COLLECTION ............................................................................................................................. 15 2.2.1 Truck Average Volume ....................................................................................................................... 15 2.2.2 Crash Analysis .................................................................................................................................... 16 EXISTING TRAFFIC VOLUMES AND LOS .............................................................................................................. 19 2.3.1 Volumes and LOS................................................................................................................................ 19 2.3.2 Cut-Through Volumes ........................................................................................................................ 19 INTERSECTION VOLUMES AND LOS ................................................................................................................... 21 METHODOLOGY ....................................................................................................................................24 ADOPTED TRAVEL DEMAND FORECASTING MODEL.............................................................................................. 24 ALTERNATIVES ANALYZED................................................................................................................................ 24 3.2.1 Base Year............................................................................................................................................ 24 3.2.2 No Build .............................................................................................................................................. 24 3.2.3 Build Alternative................................................................................................................................. 24 DESIGN TRAFFIC VOLUMES .............................................................................................................................. 25 3.3.1 Annual Average Daily Traffic Volumes ............................................................................................... 25 NO BUILD ALTERNATIVE ........................................................................................................................26 INTERSECTION PEAK HOUR VOLUMES ............................................................................................................... 26 INTERSECTION LOS ........................................................................................................................................ 28 2040 INTERSECTION IMPROVEMENTS ....................................................................................................31 INTERSECTION IMPROVEMENTS ........................................................................................................................ 31 5.1.1 SR A1A Improvements ........................................................................................................................ 31 5.1.2 Palm Valley Road Improvements ....................................................................................................... 38 INTERSECTION LOS ........................................................................................................................................ 42 2040 BUILD ALTERNATIVE .............................................................................................................................. 44 INTERSECTION LOS ........................................................................................................................................ 54 COST ESTIMATE .....................................................................................................................................56 CONCLUSION.........................................................................................................................................57

Ponte Vedra/Palm Valley Traffic Study

LIST OF APPENDICES Appendix A: 72 hour Volume Counts ...................................................................................................................... 60 Appendix B: Turning Movement Counts ............................................................................................................... 187 Appendix C: Crash Locations.................................................................................................................................. 302 Appendix D: Timing Plans ...................................................................................................................................... 308 Appendix E: Synchro .............................................................................................................................................. 323 Appendix F: Arterial Analysis ................................................................................................................................. 488 Appendix G: Cost Estimate .................................................................................................................................... 490 Appendix H: Communications ............................................................................................................................... 495

Ponte Vedra/Palm Valley Traffic Study

LIST OF TABLES Table 1. Average Truck Volume Summary ............................................................................................................... 15 Table 2. Crash Severity Summary ............................................................................................................................ 16 Table 3. Crash Types ................................................................................................................................................ 17 Table 4. Crash Conditions Summary ........................................................................................................................ 18 Table 5. Existing Level of Service and Intersection Delay ........................................................................................ 22 Table 6. 2040 No Build Level of Service and Delays ................................................................................................ 29 Table 7. 2040 Intersection Improvements Level of Service and Delays .................................................................. 43 Table 8. 2040 Build Alternative Level of Service and Delays ................................................................................... 55 Table 9. Intersection improvements........................................................................................................................ 56 Table 10. Long Term Improvements ........................................................................................................................ 56

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Ponte Vedra/Palm Valley Traffic Study

LIST OF FIGURES Figure 1. Study Area................................................................................................................................................... 4 Figure 2. Existing Intersection volumes ................................................................................................................... 20 Figure 3. 2040 No Build Peak Hour Volumes ........................................................................................................... 27 Figure 4. Mickler Road Improvements .................................................................................................................... 33 Figure 5. PGA Tour Boulevard Improvements ......................................................................................................... 34 Figure 6. Sawgrass Village Drive Improvements...................................................................................................... 35 Figure 7. Solana Road Improvements ...................................................................................................................... 36 Figure 8. Dolphin Boulevard Improvements ............................................................................................................ 37 Figure 9. Palm Valley Road at Mickler Road Improvements ................................................................................... 40 Figure 10. Palm Valley Road at Roscoe Boulevard Improvements .......................................................................... 41 Figure 11. 2040 Build Alternative Improvements.................................................................................................... 45 Figure 12. 2040 Build Alternative Peak Hour Volumes............................................................................................ 46 Figure 13. Mickler Road Build Alternative Improvements ...................................................................................... 47 Figure 14. PGA Tour Boulevard Build Alternative Improvements ........................................................................... 48 Figure 15. Sawgrass Village Drive Build Alternative Improvements ........................................................................ 49 Figure 16. Solana Road Build Alternative Improvements ........................................................................................ 50 Figure 17. Dolphin Boulevard Build Alternative Improvements .............................................................................. 51 Figure 18. Palm Valley Road at Mickler Road Build Alternative Improvements ..................................................... 52 Figure 19. Palm Valley Road at Roscoe Boulevard Build Alternative Improvements .............................................. 53

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Ponte Vedra/Palm Valley Traffic Study

Introduction Purpose This study’s purpose is to identify improvements to enhance traffic flow and safety in the vicinity of SR A1A from Mickler Road to the Duval County line, Mickler Road, Palm Valley Road, and Roscoe Boulevard/Solana Road. The following intersections were examined to assess traffic benefits, right-of-way impacts and costs. SR A1A • Mickler Road • Crossroad Lakes Drive/Oceans Edge Drive • Plantation Drive • Sawgrass Drive/Fairfield Boulevard • Palm Valley Road/ Old CR 210 • ATP Tour Boulevard • PGA Tour Boulevard/Country Club Boulevard • Sawgrass Village Drive/L’Atrium Circle • Thousand Oaks Boulevard/Ocean Place • Corona Road/ Summerfield Drive • Library Boulevard • Solana Road • Dolphin Boulevard • Marlin Avenue Roscoe Boulevard • Solana Road at North Roscoe Boulevard Palm Valley • Roscoe Boulevard • Canal Boulevard/Possum Trot Road • Landrum Lane • Mickler Road

Ponte Vedra/Palm Valley Traffic Study

Background Current and future traffic concerns in the Ponte Vedra area prompted this traffic study. Continued traffic growth is anticipated within this study area over the year 2040 design period for the project. Alternatives to improve the intersections anticipated to have the worst congestion in the future were evaluated. Long-term improvements consider the impacts of widening SR A1A, Mickler Road and the east-west portion of Palm Valley Road. This project analyzed existing roadways with improvements that will result in increased connectivity and will support planned development within the study area. Several intersection alternatives considered were eliminated from further consideration because of fatal flaws that included capacity and cost considerations. The North Ponte Vedra Beach Traffic Study was conducted as the first phase of this study in 2016. The study included the North Ponte Vedra Beach and South Jacksonville Beach areas and along SR A1A from Ponte Vedra Lakes Boulevard to SR 202/J. Turner Butler Boulevard (JTB). The following intersections were examined to assess traffic benefits, right-of-way impacts and costs. • • • • • •

SR 202/JTB eastbound off-ramp at Marsh Landing Boulevard Marsh Landing Parkway at South Beach Parkway SR 202/JTB westbound on-ramp (Sanctuary Parkway) at South Beach Parkway Ponte Vedra Lakes Boulevard at Marsh Cove Drive Marsh Landing Parkway at SR A1A Ponte Vedra Lakes Boulevard at SR A1A

Two alternatives were analyzed for the 2040 design year. The first alternative implements Transportation System Management (TSM) strategies. Typical TSM improvements evaluated included short-term intersection improvements, signal modification and removing bottlenecks. The second alternative considers the impacts of extending South Beach Parkway to Ponte Vedra Lakes Boulevard via Vista Grande Drive. With the second alternative, the impacts of the shift in traffic were considered at each intersection. Study recommendations include: SR 202/JTB eastbound off-ramp at Marsh Landing Boulevard • Remain as existing Marsh Landing Parkway at South Beach Parkway • Add southbound left-turn lane • Add exclusive westbound channelized right-turn lane • Extend eastbound left-turn bays • Convert eastbound left-turn lane to additional receiving lane • Add bike lanes along Marsh Landing Parkway and South Beach Parkway Sanctuary Parkway at South Beach Parkway • Add additional receiving lane on Sanctuary Parkway • Add multiuse path on north side of Sanctuary Parkway 2

Ponte Vedra/Palm Valley Traffic Study

•

Add bike lane along South Beach Parkway

Ponte Vedra Lakes Boulevard at Marsh Cove Drive • Add a community park with walkway that can be used by emergency vehicles on the north side of the intersection • Add a parking lot to accommodate up to 20 vehicles • Add two bus bays on the north and south sides of Ponte Vedra Lakes Boulevard, adjacent to the park to accommodate school buses Marsh Landing Parkway at A1A • Add bike lanes along A1A • Add eastbound right-turn overlap phase • Add right-in right-out channelized island at Professional Drive • Convert Avenue C median opening to directional median • Extend JTB exit lane to Ponte Vedra Lakes Drive Ponte Vedra Lakes Boulevard at A1A • Construct a Florida T-Intersection • Add additional northbound left-turn lane • Add receiving lane on west leg to terminate at Professional Drive • Add bike lanes along A1A • Add eastbound right-turn overlap phase • Maintain three southbound through lanes from Marsh Landing Parkway to Marlin Avenue The anticipated cost for implementation of the recommended project alternatives at the study intersections is $4.0 million. Based on the results of the North Ponte Vedra Beach Traffic Study, the limits were extended south to Mickler Road. Palm Valley Road and Solana Road were also evaluated.

Study Area The project is located within Ponte Vedra Beach and Palm Valley. The study area includes SR A1A from Marlin Avenue to Mickler Road, Palm Valley Road, Mickler Road, and Roscoe Boulevard/Solana Road. This study area is located in northeast St. Johns County. A location map is provided in Figure 1.

SR A1A at Ponte Vedra Lakes Blvd

SR A1A at Solana Rd

SR A1A at Marsh Landing Pkwy SR A1A at Marlin Ave

0.375 0.75 Miles

1.5

SR A1A at Dolphin Blvd SR A1A at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Thousand Oaks Dr SR A1A at PGA Tour Blvd SR A1A at Palm Valley Rd

SR A1A at Corona Rd SR A1A at Sawgrass Village Dr

SR A1A at ATP Tour Blvd

SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Palm Valley Rd at Roscoe Blvd

Ponte Vedra Palm Valley ComprehensiveTraffic Study

Study Intersections Figure 1 Page 4

Ponte Vedra/Palm Valley Traffic Study

Existing Conditions Field Observations Field reviews were performed within the study area at the following intersections during the AM and PM peak periods. The times of observation were from 7 AM to 9 AM and 4 PM to 6 PM. The AM and PM peak hours were 7:45 AM to 8:45 AM and 4:45 PM to 5:45 PM, respectively. • • • • • • • • • • • • • • • • • • •

SR A1A at Mickler Road SR A1A at Crossroad Lakes Drive/Oceans Edge Drive SR A1A at Plantation Drive SR A1A at Sawgrass Drive/Fairfield Boulevard SR A1A at Palm Valley Road/Old CR 210 SR A1A at ATP Tour Boulevard SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Sawgrass Village Drive/L’Atrium Circle SR A1A at Thousand Oaks Boulevard/ Ocean Place SR A1A at Corona Road/Summerfield Drive SR A1A at Library Boulevard SR A1A at Solana Road SR A1A at Dolphin Boulevard SR A1A at Marlin Avenue Solana Road at North Roscoe Boulevard Palm Valley Road at Roscoe Boulevard Palm Valley Road at Canal Boulevard/Possum Trot Road Palm Valley Road at Landrum Lane Palm Valley Road at Mickler Road

2.1.1

SR A1A

2.1.1.1 Mickler Road Mickler Road at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and one shared through/right-turn lane with right-turn channelizing island Southbound: one left-turn lane, one through lane and one channelized right-turn lane Eastbound: one shared through/left/right-turn lane Westbound: one shared through/left/right-turn lane During the field review, additional conditions were observed at the intersection of Mickler Road and SR A1A. This intersection has mast arm poles with no signs on the arms. Crosswalks are located on each leg, and the sidewalk is present along the west side and north side of the intersection. There is a bicycle lane in the southbound and northbound direction, and lighting is provided at the intersection’s southwest corner.

Ponte Vedra/Palm Valley Traffic Study

No operational issues were observed during the AM and PM peak hour traffic. Queues and delays at the intersection were increased slightly during the AM and PM peak hours, particularly in the AM peak hour. Queues in the eastbound direction during the AM peak hour were approximately 10 to 15 vehicles; however, the maximum queue observed was 25 vehicles during the AM period. There were three to 10 vehicles queued southbound and three to five vehicles queued northbound during the AM peak hour. Queues in the eastbound direction during the PM peak hour averaged four to seven vehicles. There were three to six vehicles queued southbound and five to eight vehicles queued northbound during the PM peak hour. 2.1.1.2 Crossroad Lakes Drive Crossroad Lakes Drive at SR A1A is a four-leg, stop controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, and one shared through/right-turn lane Southbound: one left-turn lane, one through lane and one right-turn lane Eastbound: one shared through/left/right-turn lane Westbound: one shared through/left/right-turn lane During the field review, additional conditions were observed at the intersection of Crossroad Lakes Drive and SR A1A. The crosswalks and sidewalk are located along the west side of the intersection. There is a bicycle lane in the southbound and northbound directions. Lighting is provided along the intersectionâ&#x20AC;&#x2122;s west leg. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. There were three to five vehicles queued eastbound during the AM peak hour and there were zero to two vehicles queued during the PM peak hour. 2.1.1.3 Plantation Drive Plantation Drive at SR A1A is a three-leg, stop-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and one through lane Southbound: one right-turn lane and one through lane Eastbound: one shared left/right-turn lane During the field review, additional conditions were observed at the intersection of Plantation Drive and SR A1A. A crosswalk and sidewalk is located on the west leg. There is a bicycle lane in the southbound and northbound directions. Lighting is provided along the west leg. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. There were three to five vehicles queued eastbound during the AM peak hour, and there were zero to two vehicles queued during the PM peak hour.

Ponte Vedra/Palm Valley Traffic Study

2.1.1.4 Sawgrass Drive Sawgrass Drive at SR A1A is a four-leg, stop-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one right-turn lane Eastbound: one shared through/left-turn lane and one right-turn lane Westbound: one shared through/left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of Sawgrass Drive and SR A1A. The crosswalks and sidewalk are located along the west side of the intersection. There is a bicycle lane in the southbound and northbound directions. There is no lighting present at the intersection. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. There were one to two vehicles queued eastbound during the AM period and PM period. 2.1.1.5 Palm Valley Road Palm Valley Road at SR A1A is a three-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and two through lanes Southbound: two through lanes and one right-turn lane Eastbound: one left-turn lane and one shared left/right-turn lane During the field review, additional conditions were observed at the intersection of Palm Valley Road and SR A1A. This intersection has mast arm poles with a left-turn yield on green sign (MUTCD R10-12) on the north and south leg mast arms and a no U-turn sign (MUTCD R3-4) on the east mast arm. Pedestrian push-buttons are located on the northwest, southwest and southeast poles. The crosswalks are located on the west and south legs, and the sidewalk is located along the west side of the intersection. There is a bicycle lane in the southbound and northbound directions. Lighting is provided at the intersectionâ&#x20AC;&#x2122;s southwest corner. During the AM and PM peak hours, heavy traffic was present on Palm Valley Road. Queues in the eastbound direction during the AM peak hour were approximately 15 to 20 with a maximum eastbound queue of 25 vehicles. The queues observed during the PM peak hour were approximately 18 to 28 vehicles. There were approximately five to 10 vehicles queued southbound and 10 to 14 vehicles queued northbound during the AM peak hour. There were approximately six to 11 vehicles queued southbound and five to 12 vehicles queued northbound during the PM peak hour. 2.1.1.6 ATP Tour Boulevard ATP Tour Boulevard at SR A1A is a three-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and two through lanes Southbound: two through lanes and one right-turn lane Eastbound: one left-turn lane and one right-turn lane 7

Ponte Vedra/Palm Valley Traffic Study

During the field review, additional conditions were observed at the intersection of ATP Tour Boulevard and SR A1A. This intersection has mast arm poles with a left-turn yield on green sign (MUTCD R10-12) on the north and south leg mast arms. Pedestrian push-buttons are located on the northwest and southwest poles. A crosswalk is located on the west leg, and the sidewalks is located along the west side of the intersection. There is a bicycle lane in the southbound and northbound directions. No lighting is present at the intersection. There is a camera on the northwest corner pole. It was observed that there is some sight-distance obstruction for northbound left-turn vehicles due to trees in the median. No operational issues were observed during the AM peak hour traffic. Queues and delays were minimal. There were approximately two to seven vehicles queued southbound and two to four vehicles queued northbound during the AM peak hour. Heavy traffic was observed during the PM peak hour. The heaviest movement at the intersection during the PM peak hour was southbound. There were approximately 20 to 24 vehicles queued southbound, and extended approximately 620-feet. There were approximately 12 to 15 vehicles queued northbound and seven to 10 vehicles queued eastbound during the PM peak hour. 2.1.1.7 PGA Tour Boulevard PGA Tour Boulevard at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one right-turn lane Eastbound: one left-turn lane and one shared through/right-turn lane Westbound: one shared through/left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of PGA Tour Boulevard and SR A1A. This intersection has signal strain poles with a left-turn yield on green sign (MUTCD R10-12) on the north and south leg wires and a no U-turns sign (MUTCD R3-4) on the south leg wire. Pedestrian push buttons are located on each pole. The crosswalks are located on the north, south and west legs. Sidewalks are located along SR A1A on the east and west sides. There is a bicycle lane in the southbound and northbound directions. Lighting is present on the southwest corner. In addition, a project is underway to replace span wires with mast arm assemblies at this location. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. There were approximately 10 to 16 vehicles queued southbound and 10 to 18 vehicles queued northbound during the AM peak hour. Queues in the eastbound were approximately four to 10 vehicles. There were approximately four to seven vehicles queued southbound and six to 10 vehicles queued northbound during the PM peak hour. Queues in the eastbound direction were approximately five to 15 vehicles. 2.1.1.8 Sawgrass Village Drive Sawgrass Village Drive at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one right-turn lane Eastbound: one left-turn lane and one shared through/right-turn lane 8

Ponte Vedra/Palm Valley Traffic Study

Westbound: one shared through/left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of Sawgrass Village Drive and SR A1A. This intersection has signal strain poles with left-turn yield on green sign (MUTCD R10-12) and rightturn only (MUTCD R3-5R) on the north and south leg mast arms. The south leg also contains a no U-turn sign (MUTCD R3-4). The pedestrian push buttons are located on each pole. The crosswalks are located on the west, east and south legs. Sidewalks are located along SR A1A and on the north side of the west leg and south side of the east leg. There is a bicycle lane in the southbound and northbound directions. Lighting is present at the northwest and northeast corners. There is a camera on the northwest corner pole. It was observed that there is some sight-distance obstruction for northbound left-turn vehicles due to trees in the median. In addition, a project is underway to replace span wires with mast arm assemblies at this location. During the AM peak hour, the heaviest movement at the intersection was northbound through. Queues in the northbound direction during the AM peak hour were approximately 20 to 32 vehicles and extended approximately 500-feet. Queues in the southbound direction were approximately five to eight vehicles. During the PM hour, heavy traffic was observed in the northbound and southbound directions. There were approximately 20 to 27 vehicles queued southbound and 14 to 20 vehicles queued northbound. Queues in the southbound direction extended approximately 500-feet. Heavy traffic was also observed in the eastbound direction during the PM peak hour. The queues in the eastbound direction were approximately 10 to 15 vehicles. The eastbound queues extended approximately 400-feet. 2.1.1.9 Thousand Oaks Boulevard Thousand Oaks Boulevard at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one right-turn lane Eastbound: one shared left/through/right-turn lane Westbound: one left-turn lane and one shared through/right-turn lane During the field review, additional conditions were observed at the intersection of Thousand Oaks Boulevard and SR A1A. This intersection has mast arm poles with left-turn yield on green signs (MUTCD R10-12) on the north and south leg mast arms. Pedestrian push buttons are located on each pole. Crosswalks are located on each intersection leg, and the sidewalks are located on both sides of SR A1A and the north side of the east and west legs. There is a bicycle lane in the southbound and northbound directions. Lighting is present along the west side of SR A1A and northeast corner of the intersection. During the AM peak hour, the heaviest movement at the intersection was the northbound through. Queues in the northbound direction during the AM peak hour were approximately 10 to 20 vehicles, and extended approximately 600-feet. Queues in the southbound direction were approximately five to seven vehicles. During the PM peak hour, no operational issues were observed. Queues and delays were minimal. There were approximately three to five vehicles queued southbound and two to four vehicles queued northbound.

Ponte Vedra/Palm Valley Traffic Study

2.1.1.10 Corona Road Corona Road at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one right-turn lane Eastbound: one shared left/through/right -turn lane Westbound: one shared through/left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of Corona Road and SR A1A. This intersection has mast arm poles with left-turn yield on green signs (MUTCD R10-12) on the north and south leg mast arms. It was observed that one sign is flipped face-up on south leg mast arm. Pedestrian push buttons are located on each pole. A signal head on a pedestal is provided at the southeast corner of the intersection for vehicles traveling westbound. The crosswalks are located on the west, east, and south side legs. There are sidewalks along all legs of the intersection except the north side of the east leg. There is a bicycle lane in the southbound and northbound directions. Lighting is present at the northwest and northeast corners. PV/PVRawlings Elementary School is located at the southwest corner. No operational issues were observed during the AM peak hour traffic. Queues and delays were minimal. Queues in the northbound direction during the AM peak hour were approximately four to seven vehicles. Queues in the westbound direction during the AM peak hour were approximately five to eight vehicles. During the PM peak hour, heavy traffic was observed in the northbound direction. There were approximately seven to 13 vehicles queued southbound and 13 to 22 queued northbound during the PM peak hour. 2.1.1.11 Library Boulevard Library Boulevard at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and two through lanes Southbound: one left-turn lane, one right-turn lane and two through lanes Eastbound: one shared through/left-turn lane and one right-turn lane Westbound: one shared left/through/right-turn lane During the field review, additional conditions were observed at the intersection of Library Boulevard and SR A1A. The intersection has a new signal traffic mast arm on the west side leg, and there are left-turn yield on green signs (MUTCD R10-12) on the north and south leg mast arms. Crosswalks are located on each intersection leg, and there are sidewalks along both sides of SR A1A and on the south side of the west leg. There is a bicycle lane in the northbound and southbound directions. Lighting is provided on the intersectionâ&#x20AC;&#x2122;s southwest corner, and detector cameras are on each mast arm. The Ponte Vedra Beach Library and the Ponte Vedra Fire Department is located near the intersection. There was heavy traffic on SR A1A during the AM peak hour. The heaviest movement at the intersection was northbound through, due to the traffic queues extending from Solana Road. There were approximately four to 10 vehicles queued southbound and 13 to 21 vehicles queued northbound during the AM peak hour. During the PM peak hour, there were approximately five to 10 vehicles queued southbound and four to seven vehicles queued northbound. 10

Ponte Vedra/Palm Valley Traffic Study

2.1.1.12 Solana Road Solana Road at SR A1A is a four-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, two through lanes and one right-turn lane Southbound: one left-turn lane, two through lanes and one channelized right-turn lane Eastbound: two left-turn lanes and one shared through/right-turn lane Westbound: one shared through/left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of Solana Road and SR A1A. The intersection has mast arm poles with a right-turn only (MUTCD R3-5R) signage in the north and south leg mast arms. There are two signal pedestals on the southwest corner with count down pedestrian heads, one signal pedestal in the northwest corner and one on the southeast corner. Crosswalks are located on the west and the south legs, and sidewalks are located along the west side of SR A1A north of the intersection and east side of SR A1A south of the intersection. There is also a sidewalk on the south side of Solana Road. There is a bicycle lane in the northbound and southbound directions. Lighting is present on the intersectionâ&#x20AC;&#x2122;s southeast and southwest corners. There is a right-turn only light-emitting diode (LED) sign on the east leg mast arm and a closed-circuit television (CCTV) camera located on the south leg mast arm. The northbound, southbound and the eastbound trough movements are heavy during the AM peak hour. Queues in the northbound, southbound and eastbound direction during the AM peak hour were approximately thirty to thirty-four, twenty-four to thirty, and eighteen to thirty-three vehicles, respectively. The traffic during the AM period in the northbound and southbound extended approximately 480-feet and 730-feet, respectively. Queues in the northbound, southbound and eastbound direction during the PM peak hour were approximately 15 to 35, 26 to 35, and 11 to 15 vehicles, respectively. The traffic during the PM period in the northbound and southbound extended approximately 295-feet and 700-feet, respectively. 2.1.1.1 Dolphin Boulevard Dolphin Boulevard is a three leg, stop-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and two through lanes Southbound: two through lanes and one right-turn lane Eastbound: one shared left/right-turn lane During the field review, additional conditions were observed at the intersection of Dolphin Boulevard and SR A1A. There are no sidewalks along the east leg. A crosswalk is located on the west leg, and lighting is present at the intersectionâ&#x20AC;&#x2122;s northwest corner. There is a bicycle lane in the northbound and southbound directions. Heavy traffic was observed in the southbound direction during the AM and PM peak hours. The southbound queues from Solana Road block the eastbound and northbound left movements. 2.1.1.2 Marlin Avenue Marlin Avenue at SR A1A is a three-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and two through lanes Southbound: two through lanes and one right-turn lane Eastbound: one left-turn lane and one right-turn lane 11

Ponte Vedra/Palm Valley Traffic Study

During the field review, additional conditions were observed at the intersection of Marlin Avenue and SR A1A. The intersection has signal strain poles with a left-turn yield on green sign (MUTCD R10-12) on the north leg. Signal pedestals with count down pedestrian heads and push buttons are located on the northwest and southwest corners of the intersections. A crosswalk is located on the intersectionâ&#x20AC;&#x2122;s west leg. A sidewalk is located along the west side of SR A1A, and there is lighting present on the southwest corner. There is a bicycle lane in the northbound and southbound directions. There are No Parking signs (MUTCD R8-3) located on the east leg. In addition, a project is underway to replace span wires with mast arm assemblies at this location. No operational issues were observed during the AM peak hour traffic. Queues and delays were minimal. There were approximately 10 to 15 vehicles queued southbound and 18 to 25 vehicles queued northbound during the AM peak hour. Heavy traffic was observed during the PM peak hour in the southbound direction. There were approximately 15 to 22 vehicles queued southbound and one to four vehicles queued northbound during the PM peak hour. Traffic queues extended from Dolphin Boulevard to the south leg of Marlin Avenue. 2.1.2

Roscoe Boulevard

2.1.2.1 Solana Road Solana Road at North Roscoe Boulevard is a three-leg, stop-controlled intersection. Stop-control is present only on the west leg. The intersection is configured as follows: Northbound: one through lane Southbound: one through lane Eastbound: one shared through/left/right-turn lane During the field review, additional conditions were observed at the intersection of Roscoe Boulevard and Solana Road. There are no crosswalks, sidewalks or bicycle lanes at this intersection. There is one street light located in the northwest corner. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. Queues in the eastbound during the AM and PM peak hours were approximately one to two vehicles.

Ponte Vedra/Palm Valley Traffic Study

2.1.3

Palm Valley Road

2.1.3.1 Roscoe Boulevard Roscoe Boulevard at Palm Valley Road is a three-leg, stop-controlled intersection. The intersection is configured as follows: Northbound: one through lane and one right-turn lane Southbound: one left-turn lane and one through lane Westbound: one left-turn lane and one right-turn lane During the field review, additional conditions were observed at the intersection of Roscoe Boulevard and Palm Valley Road. The crosswalk and the sidewalk are located along the east side of Palm Valley Road. There are no bicycle lanes, and lighting is present on the southeast, southwest and northeast corners of the intersection. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. Southbound left-turn queues during the AM and PM peak hours were approximately zero to two vehicles. Queues in the westbound direction averaged seven to 12 vehicles in the AM and PM peak hours. 2.1.3.2 Mickler Road Mickler Road at Palm Valley Road is a four-leg, roundabout-controlled intersection. configured as follows:

The intersection is

Northbound: one shared through/left/right-turn lane Southbound: one shared through/left/right-turn lane Eastbound: one shared through/left/right-turn lane Westbound: one shared through/left/right-turn lane During the field review, additional conditions were observed at the intersection of Mickler Road and Palm Valley Road roundabout. Crosswalks and sidewalks are located on each direction. There are two street lights per each direction. There are no bicycle lanes. Heavy traffic was observed in the westbound direction during the AM and PM peak hours. Queues in the eastbound direction during the AM and PM peak hour were approximately 25 to 30 vehicles, up to a maximum of 55 vehicles, and extended approximately 1,500-feet. There were approximately five to 11 vehicles queued southbound and four to 10 vehicles queued northbound during the AM peak hour. During the PM peak hour, there were approximately 11 to 18 vehicles queued southbound and five to 10 vehicles queued northbound during the PM peak hour. 2.1.3.3 Landrum Lane Landrum Lane at Palm Valley Road is a three-leg, signal-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane and one through lane Southbound: one through lane and one right-turn lane Eastbound: one left-turn lane and one right-turn lane 13

Ponte Vedra/Palm Valley Traffic Study

During the field review, additional conditions were observed at the intersection of Landrum Lane and Palm Valley Road. There are no crosswalks or bicycle lanes at the intersection. Sidewalks start at the southwest corner of the intersection and continue south along Palm Valley Road and west along Landrum Lane. Lighting is present on the northwest corner. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal. There were approximately four to 12 vehicles queued southbound and two to six vehicles queued northbound during the AM peak hour. Queues in the eastbound direction during the AM peak hour were approximately three to six vehicles. There were approximately five to 10 vehicles queued southbound and one to four vehicles queued northbound during the PM peak hour. Queues in the eastbound direction during the PM peak hour were approximately one to four vehicles. 2.1.3.1 Canal Boulevard Canal Boulevard at Palm Valley Road is a four-leg, stop-controlled intersection. The intersection is configured as follows: Northbound: one left-turn lane, one through lane and one right-turn lane Southbound: one left-turn, one through lane and one channelized right-turn lane Eastbound: one shared through/left-turn lane and one right-turn lane Westbound: one shared through/left/right-turn lane During the field review, additional conditions were observed at the intersection of Canal Boulevard and Palm Valley Road. There are no crosswalks or bicycle lanes at the intersection. Sidewalks start at the southwest corner of the intersection and continue south along Palm Valley Road and west along Canal Blvd. Lighting is present at the southwest corner. No operational issues were observed during the AM and PM peak hour traffic. Queues and delays were minimal.

Ponte Vedra/Palm Valley Traffic Study

Traffic Data Collection To understand and study the existing conditions of the roadways within the study area, traffic counts were conducted along SR A1A from Marlin Avenue to Mickler Road, Palm Valley Road and Roscoe Boulevard. Intersection volume counts were conducted at the nineteen intersections. Traffic volume counts (72-hours) were recorded between the subject intersections on Mickler Road, Palm Valley Road and Solana Road/Roscoe Boulevard. Appendices A and B provide the 72-hour volume counts and turning movement volume counts, respectively. 2.2.1 Truck Average Volume The traffic truck volume was analyzed for each intersection for the AM and PM hours. The following table summarizes the average truck volume. T ABLE 1. AVERAGE T RUCK VOLUME SUMMARY Average Truck Volume

Intersection

AM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

SR A1A and Mickler Road SR A1A and Crossroad Lakes Drive/Oceans Edge Drive SR A1A and Plantation Drive SR A1A and Sawgrass Drive/Fairfield Blvd SR A1A and Palm Valley Road/Old CR 210 SR A1A and ATP Tour Boulevard SR A1A and PGA Tour Boulevard/Country Club Boulevard SR A1A and Sawgrass Village L'Atrium Circle SR A1A and Thousand Oaks Drive/Ocean Place SR A1A and Corona Road/Summerfield Drive SR A1A and Library Boulevard SR A1A and Solana Road SR A1A and Dolphin Boulevard SR A1A and Marlin Avenue Solana Road and Roscoe Boulevard Palm Valley Road and Roscoe Boulevard Palm Valley Road and Canal Boulevard/Possum Trot Road Palm Valley Road and Landrum Lane Mickler Road/Palm Valley Road Roundabout

PM 55 42 35 49 65 75 79 76 70 80 79 91 78 78 25 79 41 51 77

54 44 38 45 53 65 63 63 55 59 35 44 52 46 22 67 33 42 54

Ponte Vedra/Palm Valley Traffic Study

2.2.2 Crash Analysis The five-year crash data was analyzed at SR A1A from Marlin Avenue to Mickler Road, Palm Valley Road, Mickler Road and Roscoe Boulevard/Solana Road. The crash data was obtained from Signal Four Analytics crash mapping and analysis system for the period from July 1, 2011 through July 31, 2016. A total of 1,219 crashes occurred during this period in the study area. There were seven fatal crashes, 330 injury crashes and 882 crashes that involved damage to vehicle only. Rear end collisions were the most common crashes along SR A1A accounting for 52 percent of the total crashes. Table 2 shows the summary of crashes by severity within the study area. T ABLE 2. CRASH SEVERITY SUMMARY Crash Severity Fatal Injury Property Damage Only Total

7/1/11 to 7/2/12 1 35 75 111

7/2/12 to 7/1/13 1 70 184 255

7/2/13 to 7/1/14 2 64 183 249

7/2/14 to 7/1/15 1 74 194 269

7/2/15 to 7/31/16 2 87 246 335

Total 7 330 882 1219

Of the seven fatal crashes, two crashes occurred where the driver was at fault. In the first, the driver failed to drive in a single lane and collided with a cyclist who was traveling in the bike lane. The second crash occurred due to a driver running a stop signal and striking a bicyclist in the bike lane. In the other two crashes, the pedestrian and the bicyclist were at fault. The pedestrians and the bicyclist failed to use a crosswalk and were struck by a vehicle. The other three fatal crashes are attributed to vehicle control loss. During the five-year study period, of the crashes that were classified as specific crash events, the highest were rear end collisions (633 crashes) followed by left-turn collisions (122 crashes) and by off road collisions (119 crashes). Table 3 provides a summary of the types of crashes within the study area.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 3. CRASH T YPES Harmful Event

Angle Animal Backed Into Bicycle Head On Left Entering Left Leaving Left Rear Left-Turn Off Road Opposing Sideswipe Other Parked Vehicle Pedestrian Rear End Right-Turn Right/Through Rollover Sideswipe Single Vehicle Unknown Total

7/1/11 to 7/2/12

7/2/12 to 7/1/13

7/2/13 to 7/1/14

7/2/14 to 7/1/15

7/2/15 to 7/31/16

0 0 0 2 0 0 0 0 16 31 0 20 0 0 35 0 0 2 3 0 1

10 0 0 6 0 0 0 0 16 23 0 36 0 1 138 4 0 0 16 0 4

11 1 0 2 2 0 0 0 27 23 0 44 0 1 126 3 0 0 9 0 0

11 2 0 3 3 0 0 0 24 19 0 37 0 1 150 1 0 4 13 0 2

13 3 0 3 1 0 0 0 39 23 0 45 0 1 184 6 0 2 12 0 4

110

254

249

270

336

Total 45 6 0 16 6 0 0 0 122 119 0 182 0 4 633 14 0 8 53 0 11 1219

Rear end collisions represent nearly 51 percent of the total crashes occurring along the SR A1A (between Marlin Avenue and Mickler Road), Palm Valley Road and Roscoe Boulevard study corridors for the five-year period analyzed. Seventy-seven percent (943 crashes) of the total crashes occurred during daylight lighting conditions and approximately 74 percent occurred during â&#x20AC;&#x153;clearâ&#x20AC;? weather conditions. The data indicates that the high occurrence of rear-end collisions may be due to peak periods of heavy congestion along the corridor. Table 4 provides a summary of these types of conditions.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 4. CRASH CONDITIONS SUMMARY Conditions

Dark - Lighted

7/2/12 7/2/13 to to 7/1/13 7/1/14 Light Conditions 12 25 25

Dark - Not Lighted Dark - Unknown Lighting Dawn Daylight Dusk Other

16 0 2 74 6 0

Unknown Total Clear Cloudy Fog, Smog, Smoke Other Rain Sleet/Hail/Freezing Rain Unknown Total

7/1/11 to 7/2/12

0 110

7/2/14 to 7/1/15

7/2/15 to 7/31/16

Total

111

21 0 2 189 12 0

20 3 1 211 8 1

26 0 1 279 4 0

102 3 8 943 46 1

2 0 254 249 Weather Conditions

1 270

2 336

5 1219

19 0 2 190 16 0

85 16 2 1

181 53 3 0

185 46 3 0

199 49 0 0

255 53 0 1

905 217 8 2

6 0 0 110

14 1 2 254

15 0 0 249

21 0 1 270

26 0 1 336

82 1 4 1219

Appendix C illustrates the crash locations along the SR A1A (from Marlin Avenue to Mickler Road), Palm Valley Road, Mickler Road and Roscoe Boulevard/Solana Road corridors for each of the five study years from 2011 through 2016.

Ponte Vedra/Palm Valley Traffic Study

Existing Traffic Volumes and LOS 2.3.1 Volumes and LOS Existing traffic volumes on each intersection within the project study area are shown in Figure 2. Congestion currently exists on several of the major roadways within the study area including SR A1A from Marlin Avenue to Mickler Road, Palm Valley Road and Roscoe Boulevard. Intersections that experience the most delay today are: • • • •

SR A1A at Solana Road SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Mickler Road Palm Valley Road at Mickler Road

AM and PM peak hour turning movement volumes are shown in Figure 2. 2.3.2 Cut-Through Volumes Cut-through traffic volumes were assessed along the Palm Valley Road corridor. The cut-through volume is significant during the AM and PM peak period. About 50 percent of the northbound volume utilizes Palm Valley Road and does not continue to SR A1A via Mickler Road. Similarly, about 40 percent of southbound traffic utilizes Palm Valley Road in the AM and PM peak hours rather than continuing southbound on SR A1A. This volume also includes personal vehicles and trucks making trips to residences or places of business on Palm Valley Road.

Dolphin Blvd

SR A1A at Solana Rd

30 (27)

1013 (833)

! (

SR A1A at Sawgrass Dr

134 (90) 337 (647)

! (

172 (75) 505 (407)

Palm Valley Rd at Landrum Ln

! (

) (35 ) 44 7 6 ( 24 42) 5 5( 48

! (

22 (9) 791 (597)

) (51 31) 68 4 (4 41 4) 5 6(

! (

) (13 ) 10 (31 21 (92) 20

SR A1A at Crossroad Lakes Dr

61 (42) 1472 (1422) 59 (56) 57 (110) 1509 (1414) 11 (42)

85 (37) 0 (0) 49 (23)

Palm Valley Rd at Mickler Rd

493 (332) 67 (35) 49 (37)

! (

24 (6) 0 (0) 16 (5)

SR A1A at Mickler Rd

174 (183) 11 (19)

2) (34 2) 6 49 (30 8) 1 50 19 (3

! (

122 (139) 2 (5) 36 (27)

! (

77 (68) 7 (10)

884 (970) 42 (32) 960 (674) 268 (151)

SR A1A at Plantation Dr

53 (39) 1 (4) 10 (13)

104 (87) 596 (834)

50 (40) 648 (450) 0 (5)

32 (52) 628 (830) 122 (141)

1 (5) 0 (0) 1 (2)

Palm Valley Rd at Canal Blvd

235 (270) 1270 (1432) 34 (58) 177 (295) 85 (144)

12 (32) 697 (536) 10 (9)

617 (506)

SR A1A at Palm Valley Rd

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/Palm Valley Existing Intersection Volumes

11 (29) 52 (56) 4 (18)

72 (41) 193 (207) 19 (9)

! (

94 (85) 1536 (1254)

! (

SR A1A at ATP Tour Blvd

379 (431) 176 (321) 21 (30)

443 (653)

778 (1111)

! (

242 (247) 1425 (1382) 18 (20)

35 (36) 422 (711) 1 (2)

SR A1A at PGA Tour Blvd

186 (227) 1136 (1620)

73 (71) 16 (44) 32 (24)

26 (26)

178 (71) 168 (72)

SR A1A at Sawgrass Village Dr ! (

100 (42) 5 (16) 47 (28)

110 (319) 4 (22) 33 (159)

32 (54) 563 (752) 7 (19)

25 (53) 1450 (1767) 104 (50) 83 (36) 0 (0) 60 (24)

SR A1A at Thousand Oaks Dr

! (

15 (65) 1705 (1706) 14 (30)

64 (67) 1236 (1478) 50 (74)

Solana Rd at North Roscoe Blvd

! (

67 (18) 0 (1) 29 (13)

! (

13 (20) 5 (0) 14 (14)

21 (15) 859 (636) 28 (30)

) (17 19 ) (13 16

SR A1A at Corona Rd

186 (133) 43 (67) 99 (85)

144 (108) 2 (4) 160 (146)

10 (17) 1645 (1629) 158 (158)

SR A1A at Library Blvd

0.5 Miles

595 (540) 96 (81) 79 (68)

7 (12) 1508 (1727) 77 (121)

! ( ! (

) ) 26 6 ( (351 1 5 2

67 (56) 0 (0) 37 (50)

34 (132) 1978 (2338)

! ( SR A1A at

(7) 11 1) (21 334

79 (113) 26 (34) 223 (329)

0.25

421 (565) 1481 (1554) 93 (136)

73 (111) 1571 (1500) 0 (1)

19 (18) 0 (0) 151 (177)

146 (124) 58 (34)

32 (15)

61 (25)

I 20 (58) 2278 (2104)

2 (2) 0 (0) 0 (0)

! (

17 (27) 2268 (2068)

67 (52) 1591 (1652) 1 (3)

11 (30)

1925 (2224)

SR A1A at Marlin Ave

Legend

! (

Signalized Intersection

! (

Unsignalized Intersection AM (PM) Volumes Figure 2

Page 20

Ponte Vedra/Palm Valley Traffic Study

Intersection Volumes and Level of Service (LOS) Intersection operations were determined using traffic counts collected December 8, 2015 and December 9, 2015, in conjunction with the existing signal timing plans for the AM (7:45-8:45) and PM (4:45-5:45) analysis periods. The existing signal timings for each analysis were obtained from the Florida Department of Transportation and St. Johns County Traffic and Transportation Department. Appendix E contains the signal timing plans. The information for each intersection was analyzed using SYNCHRO/SimTraffic package (V9.0). The SYNCHRO analysis reports are provided in Appendix E. Existing LOS was analyzed at the following intersections. • • • • • • • • • • • • • • • • • • •

SR A1A at Mickler Road SR A1A at Crossroad Lakes Drive/Oceans Edge Drive SR A1A at Plantation Drive SR A1A at Sawgrass Drive/Fairfield Boulevard SR A1A at Palm Valley Road/Old CR 210 SR A1A at ATP Tour Boulevard SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Sawgrass Village Drive/L’Atrium Circle SR A1A at Thousand Oaks Boulevard/Ocean Place SR A1A at Corona Road/Summerfield Drive SR A1A at Library Boulevard SR A1A at Solana Road SR A1A at Dolphin Boulevard SR A1A at Marlin Avenue Solana Road at North Roscoe Boulevard Palm Valley Road at Roscoe Boulevard Palm Valley Road at Canal Boulevard/Possum Trot Road Palm Valley Road at Landrum Lane Palm Valley Road at Mickler Road

A Level of Service (LOS) grade of A or B reflect free-flow conditions. A level of service grade of LOS C or LOS D reflects some congestion and slower speeds. A level of service grade of LOS E or LOS F reflects unstable and stop-and-go conditions. According to FDOT’s LOS Standards, the desire is to maintain a level of service of LOS D or better on all state roads and a level of service of LOS E or better on local roads. These grades reflect conditions where the additional delays caused by crashes are not considered.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 5. E XISTING LEVEL OF SERVICE AND I NTERSECTION DELAY

Level of Service (LOS) and Intersection Delay (sec) Existing Intersection SR A1A and Marlin Avenue

AM Peak

PM Peak

B 19.4

SR A1A and Solana Road

17.1 D

51.6 B

SR A1A and Library Boulevard

45.7 B

16.7

SR A1A and Corona Road/ Summerfield Drive

SR A1A and Thousand Oaks Drive/ Ocean Place

SR A1A and Sawgrass Village Drive/ L'Atrium Circle

SR A1A and PGA Tour Boulevard/ TPC Country Club Boulevard

SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210

B 16.3

16.9 A

17.3

5.8 C

19.5

33.8 D

22.8 C

37.8 C

20.3 C

24.2 C

21.9 D

SR A1A and Mickler Road

11.2

20.8 C

39.6

Palm Valley Road and Mickler Road LOS Standard Below LOS Standard Failing 22

28.7 F

68.6

78.6

Ponte Vedra/Palm Valley Traffic Study

With the continued development of residential, commercial and retail land uses within the study area, congestion on the major roadways will worsen. Multiple intersections currently operate at a deficient LOS in the AM and PM peak hours. The LOS at the intersection of Palm Valley Road and Mickler Road is a LOS F during the morning and afternoon peak hours. At all other intersections, the LOS is a D or better.

Ponte Vedra/Palm Valley Traffic Study

Methodology Adopted Travel Demand Forecasting Model The Northeast Regional Planning Model (NERPM-AB) was used in assessing future demand for the Ponte Vedra study area. The modeling effort used in this evaluation was the 2040 Cost Feasible Plan network and contains all updated model input information available at the time of the preparation of this report.

Alternatives Analyzed The following alternatives were modeled. 3.2.1 Base Year A base year model of 2010 was developed and assignments were run to conduct reasonableness tests and to compare with the future No Build alternative to estimate growth rates. 3.2.2 No Build This alternative showed the anticipated traffic volumes and travel patterns if no additional improvements are made. Developments considered in the model include the Playerâ&#x20AC;&#x2122;s Club Planned Unit Development near the intersection of Palm Valley Road and SR A1A. 3.2.3 Build Alternative This scenario included the widening of SR A1A from two to four lanes from Mickler Road to ATP Tour Boulevard and four to six lanes from ATP Tour Boulevard to Marlin Avenue. This includes the 2040 Cost Feasible Plan projects. The Build modeling scenario additionally provides for the widening of Mickler Road and the east-west segment of Palm Valley Road from two to four lanes between SR A1A and the Intracoastal Waterway Bridge. Scenarios were also modeled for the widening of the north-south segment of Palm Valley Road and for widening SR A1A from two to four lanes from Mickler Road to Corona Road and four to six lanes from Corona Road to Marlin Avenue. These scenarios were dismissed due to feasibility and operational impacts.

Ponte Vedra/Palm Valley Traffic Study

Design Traffic Volumes 3.3.1 Annual Average Daily Traffic Volumes Annual Average Daily Traffic (AADT) volumes were developed using the following procedure: 1. The growth rate between the 2010 Base Year and 2040 No Build Alternative assignments was determined. 2. Using the growth rates established in step 1, existing traffic count volumes (2015) were escalated to 2040 No Build volumes. Intersection only improvements utilized No Build volumes. 3. By following a similar procedure outlined in steps 1 and 2, the 2040 Build Alternative assignments were determined. In conducting the reasonableness check, areas with questionable results were analyzed as the maximum practical design.

Ponte Vedra/Palm Valley Traffic Study

No Build Alternative Intersection Peak Hour Volumes The intersection peak hour volumes for the No Build analysis were developed from the NERPM-AB model AADTs (Annual Average Daily Traffic counts) and refined to reflect capacity constraints and local termini. The growth rate from the 2010 to 2040 model was calculated and applied to the existing volumes to obtain the 2040 volumes. Turning movement percentages in the existing counts were assumed to remain the same in the No Build years. Figure 3 shows the AM and PM peak hour intersection volumes for 2040 No Build.

40 (160)

2400 (2800)

160 (140)

( SR A1A at !

Dolphin Blvd

SR A1A at Solana Rd

SR A1A at Sawgrass Dr

( ! SR A1A at Plantation Dr

220 (100) 660 (540)

Palm Valley Rd at Landrum Ln

( !

) (20 10 (40) ) 20 (110 20

80 (50) 1800 (1800) 70 (70)

100 (40) 0 (0) 50 (30)

Palm Valley Rd at Mickler Rd

820 (490) 110 (50) 80 (50)

( !

30 (10) 0 (0) 20 (10)

SR A1A at Mickler Rd

350 (350) 20 (30)

0) (45 0) 0 64 (59 0) 00 (5 10 20

40 (10) 1300 (980)

) (40 ) 50 0 9 ( 30 20) 7 0( 64

1700 (2000) 100 (20)

( !

SR A1A at Crossroad Lakes Dr

( !

90 (80) 10 (10) ) (60 25 90 50 (1 11 (70) 10

( !

70 (50) 10 (10) 10 (20)

20 (50) 1100 (880) 20 (10)

180 (120) 460 (900)

Palm Valley Rd at Canal Blvd

140 (160) 10 (10) 40 (30)

30 (20) 1200 (880) 40 (40)

60 (50) 860 (590) 10 (10)

40 (60) 780 (1000) 150 (170)

( !

200 (330) 100 (160)

Palm Valley Rd at Roscoe Blvd

4400 (4500)

Ponte Vedra/ Palm Valley 2040 No Build Intersection Volumes

80 (170) 450 (550) 30 (150)

200 (150) 270 (290) 30 (10)

40 (30) 1300 (1000)

SR A1A at Palm Valley Rd

110 (100)

( !

SR A1A at ATP Tour Blvd

1800 (1500)

520 (770) 920 (1300)

290 (290) 1700 (1600) 20 (20)

40 (50) 550 (940) 10 (10)

( !

690 (570)

10 (10) 10 (10) 10 (10)

1800 (1100) 530 (240)

SR A1A at PGA Tour Blvd

( !

30 (30)

250 (100) 220 (100)

SR A1A at Sawgrass Village Dr ! (

160 (470) 10 (30) 50 (230)

620 (670) 300 (520) 30 (50)

80 (80) 20 (50) 40 (30)

80 (70) 10 (10) 60 (70)

( !

20 (80) 2100 (2100) 20 (40)

90 (90) 1600 (2000) 70 (100)

130 (180) 40 (50) 360 (530)

90 (40) 0 (0) 70 (30)

SR A1A at Thousand Oaks Dr

110 (50) 10 (20) 50 (30)

220 (270) 1300 (1900)

80 (20) 0 (10) 30 (15)

( !

Solana Rd at North Roscoe Blvd

( !

50 (90) 920 (1200) 10 (30)

( 20 0) (36 560

20 (30) 10 (0) 20 (20)

190 (140) 10 (10) 210 (200)

10 (20) 2000 (2000) 200 (200)

30 (70) 1800 (2200) 130 (60)

SR A1A at Corona Rd

140 (120) 830 (1200)

) (20 20 ) (20 20

10)

760 (690) 120 (100) 100 (90)

10 (20) 1900 (2200) 100 (150)

SR A1A at Library Blvd

) ) (40 10 (590 0 2 4

330 (240) 80 (120) 180 (150)

290 (330) 1600 (1800) 40 (70)

! ( ( !

80 (150) 2000 (1900) 20 (60)

60 (40)

0.5 Miles

510 (680) 1800 (1900) 110 (160)

70 (30)

0.25

20 (70)

40 (20)

90 (140) 2000 (1900) 0 (1)

20 (20) 0 (0) 170 (200)

I 2800 (2600)

3 (3) 0 (0) 0 (0)

( !

20 (30) 2800 (2500)

80 (70) 2000 (2100) 10 (10)

20 (40)

2400 (2700)

SR A1A at Marlin Ave

Legend

! ( ( !

Signalized Intersection Unsignalized Intersection

AM (PM) Volumes

Figure 3 Page 27

Ponte Vedra/Palm Valley Traffic Study

Intersection LOS LOS analyses for the No Build Alternative during 2040 were performed using SYNCHRO/SimTraffic package (V9.0). The red and yellow timings were updated from the existing timings to reflect the current computation for yellow and red clearance interval based on ITE’s Traffic Engineering Handbook standards. The SYNCHRO analysis reports are provided in Appendix E. The following locations were analyzed. • • • • • • • • • • • • • • • • • • •

SR A1A at Mickler Road SR A1A at Crossroad Lakes Drive/Oceans Edge Drive SR A1A at Plantation Drive SR A1A at Sawgrass Drive/Fairfield Boulevard SR A1A at Palm Valley Road/Old CR 210 SR A1A at ATP Tour Boulevard SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Sawgrass Village Drive/L’Atrium Circle SR A1A at Thousand Oaks Boulevard/Ocean Place SR A1A at Corona Road/Summerfield Drive SR A1A at Library Boulevard SR A1A at Solana Road SR A1A at Dolphin Boulevard SR A1A at Marlin Avenue Solana Road at North Roscoe Boulevard Palm Valley Road at Roscoe Boulevard Palm Valley Road at Canal Boulevard/Possum Trot Road Palm Valley Road at Landrum Lane Palm Valley Road at Mickler Road

No Build Intersection LOS and delays are shown for 2040 in Table 6.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 6. 2040 NO B UILD LEVEL OF SERVICE AND DELAYS

Level of Service (LOS) and Intersection Delay (sec) 2040 No Build Intersection SR A1A and Marlin Avenue

AM Peak

PM Peak

D 42.4

SR A1A and Solana Road

48.3 F

115.8 D

SR A1A and Library Boulevard

97.0 B

38.6

SR A1A and Corona Road/ Summerfield Drive

SR A1A and Thousand Oaks Drive/ Ocean Place

SR A1A and Sawgrass Village Drive/ L'Atrium Circle

SR A1A and PGA Tour Boulevard/ TPC Country Club Boulevard

SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210

E 39.0

60.0 B

20.5

17.4 E

33.4

68.7 F

50.5 C

132.9 C

22.8 C

27.4 C

25.0 F

SR A1A and Mickler Road

18.5

21.8 F

307.0

Palm Valley Road and Mickler Road

F 258.9

LOS Standard Below LOS Standard Failing 29

322.4

297.0

Ponte Vedra/Palm Valley Traffic Study

The LOS will worsen from the existing year through 2040. The intersections of Solana Road and Mickler Road at SR A1A are failing during the AM and PM peak hours by 2040. Palm Valley Road at Mickler Road is failing during the AM and PM peak period. SR A1A and PGA Tour Boulevard/Country Club Boulevard is failing during the PM peak hour.

Ponte Vedra/Palm Valley Traffic Study

2040 Intersection Improvements Intersection Improvements Intersection improvements are proposed to alleviate existing and future congestion in the study area. Typical improvements evaluated include geometric and safety improvements and signal modification. Intersection improvements are proposed at seven locations: • • • • • • •

SR A1A at Mickler Road SR A1A at PGA Tour Boulevard SR A1A at Sawgrass Village Drive SR A1A at Solana Road SR A1A at Dolphin Boulevard Palm Valley Road at Mickler Road Palm Valley Road at Roscoe Boulevard

All signal timing plans for 2040 were adjusted and optimized per the timing needs of the recommended improvements. All unsignalized intersections should be monitored over time for applicable signal warrants and roundabout screening. A potential roundabout at Palm Valley Road at Canal Boulevard may meet LOS standards by 2040; however, right-of-way would need to be acquired at Canal Boulevard for construction. 5.1.1

SR A1A Improvements

5.1.1.1 Mickler Road The proposed configuration at Mickler Road at SR A1A includes improvements on the west leg. The eastbound lanes would be constructed as two left-turn lanes and one shared through/right-turn lane. Right-of-way acquisition is proposed along the north side of Mickler Road. 5.1.1.2 PGA Tour Boulevard The addition of a northbound left-turn lane is proposed at PGA Tour Boulevard. This improvement includes two receiving lanes on the west leg. It is also recommended to add an exclusive eastbound right-turn lane on the west leg to accommodate the heavy right-turns at the intersection. 5.1.1.3 Sawgrass Village Drive Improvements on the west leg of the intersection are proposed at Sawgrass Village Drive. The current lane configuration of one left-turn lane and one shared through/right-turn lane is proposed to change to two leftturn lanes, one through lane and a channelized right-turn lane. 5.1.1.4 Solana Road Improvements are proposed at Solana Road to enhance vehicular safety on the west leg of the intersection. Based on collisions on the west leg and the proximity of La Pasada Circle at Solana Rd intersection to the intersection at SR A1A, it is recommended to convert La Pasada Circle to a right-in/right-out entrance. In doing so, the eastbound left-turn storage will increase by 85-feet. Westbound vehicles on Solana Road wanting to access the shopping center adjacent to La Pasada Circle or vehicles exiting La Pasada Circle wanting to go westbound may use the two driveways west of La Pasada Circle. Vehicles may also use Library Boulevard to access La Pasada Circle. 31

Ponte Vedra/Palm Valley Traffic Study

5.1.1.5 Dolphin Boulevard During the AM and PM peak hours, the heavy traffic in the southbound direction on A1A blocks the intersection at Dolphins Boulevard. â&#x20AC;&#x153;Do Not Blockâ&#x20AC;? signs and pavement markings are recommended at this location to prevent delays for the eastbound and northbound left-turn traffic. Figure 4 through 8 show the improvements at the intersections on SR A1A.

N 0

SR A1 A

Feet

d Roa r e l ck Mi

LEGEND PAVEMENT WIDENING

EXISTING PAVEMENT CONCRETE SIDEWALK / RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA / PALM VALLEY TRAFFIC STUDY - INTERSECTION IMPROVEMENT

FIGURE 4

MICKLER RD AT SR A1A

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N 0

PGA TOUR BOULEVARD

Feet

COUNTRY CLUB BOULEVARD

LEGEND

SRA1A

PAVEMENT WIDENING

EXISTING PAVEMENT CONCRETE SIDEWALK / RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA / PALM VALLEY TRAFFIC STUDY - INTERSECTION IMPROVEMENT

FIGURE 5

PGA TOUR BLVD AT SR A1A

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SRA1A

N 0

Feet

Sawgrass Village Drive

LEGEND PAVEMENT WIDENING

EXISTING PAVEMENT CONCRETE SIDEWALK / RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA / PALM VALLEY TRAFFIC STUDY - INTERSECTION IMPROVEMENT

FIGURE 6

SAWGRASS VILLAGE DR AT SR A1A

PAGE 35

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SRA1A

N 10

Feet

Solana Road

e cl r LaPasadaCi

LEGEND PAVEMENT WIDENING

EXISTING PAVEMENT CONCRETE SIDEWALK / RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA / PALM VALLEY TRAFFIC STUDY - INTERSECTION IMPROVEMENT

FIGURE 7

SOLANA RD AT SR A1A

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J:\58404_PL014\Build0_11x17_Sheets.dgn

N 0

Feet

SRA1A

BL OCK

NOT

ON I ERSECT NT I

DONOT BLOCK

d evar nBoul phi Dol

LEGEND PAVEMENT WIDENING

EXISTING PAVEMENT CONCRETE SIDEWALK / RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA / PALM VALLEY TRAFFIC STUDY - INTERSECTION IMPROVEMENT

FIGURE 8

DOLPHIN BLVD AT SR A1A

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Ponte Vedra/Palm Valley Traffic Study

5.1.2

Palm Valley Road Improvements

5.1.2.1 Mickler Road Roundabout To improve capacity and traffic flow, it is proposed to convert the roundabout at Mickler Road and Palm Valley Road to a four-leg, signal-controlled intersection. The proposed intersection would be configured as follows: • • • •

Eastbound Palm Valley Road: Two left-turn lanes, one through lane and one right-turn lane Westbound Mickler Road: One left-turn lane, two through lanes and one right-turn lane Southbound Palm Valley Road: One shared through/left-turn lane and two right-turn lanes Northbound Palm Valley Road (Business Entrance): One shared through/left/right-turn lane

Right-of-way acquisition is proposed on the along the east side of Palm Valley Road. Alternatively, modifying the existing roundabout to either a two-lane roundabout or a two-lane roundabout with right-turn slip lanes was analyzed. The two-lane roundabout fails during the AM and PM peak hours. The two-lane roundabout with right-turn slip lanes results in better operations than a standalone two-lane roundabout. However, the roundabout with right-turn slip lanes still operates below the LOS standard – as opposed to the intersection recommendation which operates above standard. The results are shown in Table 7. T ABLE 7. 2040 I NTERSECTION IMPROVEMENTS ROUNDABOUT A NALYSIS Level of Service (LOS) and Intersection Delay (sec) Palm Valley Road at Mickler Road Intersection

AM Peak

2040 No Build Roundabout (Existing Geometry)

F 258.9

2040 2-Lane Roundabout

PM Peak

297.0 F

124.9

2040 2-Lane Roundabout with Right-Turn Slip Lanes

E 68.7

2040 Intersection Improvements

44.1 C

22.6

LOS Standard Below LOS Standard Failing

138.8

25.2

Ponte Vedra/Palm Valley Traffic Study

5.1.2.2 Roscoe Boulevard The reconfiguration of Roscoe Boulevard at Palm Valley Road is recommended to enhance safety and traffic flow at the intersection. It is proposed to convert the northbound entrance from Roscoe Boulevard to rightin/right-out only. An off-ramp in the westbound direction will be constructed to allow westbound vehicles access to Roscoe Boulevard. An on-ramp on the north side of the intersection is proposed to allow vehicles to travel westbound on Palm Valley Road. The current median will be extended to the Intracoastal Waterway Bridge, and a sidewalk is proposed along the north side of Palm Valley Road. Right-of-way is proposed for construction of the north side ramps and sidewalk. Figures 9 and 10 show the intersection improvements on Palm Valley Road.

•• •• D D

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LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT PALM VALLEY RD AT MffCKLER RD kkeller

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•• •• D D North Florida

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LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT PALM VALLEY RD AT ROSCOE BLVD kkeller

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Ponte Vedra/Palm Valley Traffic Study

Intersection LOS LOS analyses for the 2040 intersection improvements were performed using SYNCHRO/SimTraffic package (V9.0). The red and yellow timings were updated from the existing timings to reflect the current computation for yellow and red clearance interval based on ITE’s Traffic Engineering Handbook standards. The SYNCHRO analysis reports are provided in Appendix E. The following locations were analyzed. • • • • • • • • • • • • • • • • • • •

SR A1A at Mickler Road SR A1A at Crossroad Lakes Drive/Oceans Edge Drive SR A1A at Plantation Drive SR A1A at Sawgrass Drive/Fairfield Boulevard SR A1A at Palm Valley Road/Old CR 210 SR A1A at ATP Tour Boulevard SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Sawgrass Village Drive/L’Atrium Circle SR A1A at Thousand Oaks Boulevard/Ocean Place SR A1A at Corona Road/Summerfield Drive SR A1A at Library Boulevard SR A1A at Solana Road SR A1A at Dolphin Boulevard SR A1A at Marlin Avenue Solana Road at North Roscoe Boulevard Palm Valley Road at Roscoe Boulevard Palm Valley Road at Canal Boulevard/Possum Trot Road Palm Valley Road at Landrum Lane Palm Valley Road at Mickler Road

2040 Intersection improvements LOS and delays are shown in Table 8.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 8. 2040 I NTERSECTION IMPROVEMENTS LEVEL OF SERVICE AND DELAYS

Level of Service (LOS) and Intersection Delay (sec) 2040 Intersection Improvements Intersection SR A1A and Marlin Avenue

AM Peak

PM Peak

D 29.9

SR A1A and Solana Road

39.3 F

119.8 B

SR A1A and Library Boulevard

138.3 C

19.7

SR A1A and Corona Road/ Summerfield Drive

SR A1A and Thousand Oaks Drive/ Ocean Place

SR A1A and Sawgrass Village Drive/ L'Atrium Circle

SR A1A and PGA Tour Boulevard/ TPC Country Club Boulevard

SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210

E 38.0

64.9 B

20.3

14.9 D

30.2

39.4 D

31.9 C

49.1 C

21.1 C

31.5 B

32.7 F

SR A1A and Mickler Road

26.1

18.6 F

122.1

Palm Valley Road and Mickler Road LOS Standard Below LOS Standard Failing 43

144.0 C

22.6

25.2

Ponte Vedra/Palm Valley Traffic Study

2040 Build Alternative With the continued development of residential, commercial and retail land uses within the study area, congestion on the major roadways currently operating at a deficient LOS will increase. Intersection improvements alone will not be sufficient to meet the needs in the year 2040. Safety improvements and widening of roads in the study area are recommended. Improvements to meet the long-term needs within the corridor include: • • • • •

Widening SR A1A from two to four lanes from Mickler Road to ATP Tour Boulevard Widening SR A1A from four to six lanes from ATP Tour Boulevard to Marlin Avenue Widening Mickler Road and the east-west segment of Palm Valley Road from two to four lanes Constructing a new ramp from Palm Valley Road to Roscoe Boulevard in advance of the Intracoastal Waterway Bridge Constructing new sidewalk and bicycle lanes along Palm Valley Road

Figure 11 shows the locations with proposed widening, and the peak hour volumes are shown in Figure 12. Proposed intersection improvements with the widening are shown in Figures 13 to 19. Right-of-way acquisition due to widening needs is proposed at the following locations: • • • •

Palm Valley Road at Woodsdale Drive entrance The north side of Mickler Road, west of Cuello Court The east side of Palm Valley Road, south of Bay Cove Drive The northwest and northeast corners of the SR A1A at Solana Road intersection

SR A1A at Ponte Vedra Lakes Blvd

SR A1A at Solana Rd

SR A1A at Marsh Landing Pkwy SR A1A at Marlin Ave

0.4 0.8 Miles

1.6

SR A1A at Dolphin Blvd SR A1A at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Thousand Oaks Dr SR A1A at PGA Tour Blvd SR A1A at Palm Valley Rd

SR A1A at Corona Rd SR A1A at Sawgrass Village Dr

SR A1A at ATP Tour Blvd

SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr SR A1A at Crossroad Lakes Dr

Palm Valley Rd at Landrum Ln

SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Intersection Improvements 4-lane widening

Palm Valley Rd at Roscoe Blvd

6-lane widening

Ponte Vedra/ Palm Valley SR A1A Widening Build Alternative

Figure 11 Page 45

40 (160)

2400 (2900)

160 (140)

! ( SR A1A at

Dolphin Blvd

SR A1A at Solana Rd

210 (90) 620 (500)

! (

0) (42 0) 0 60 (92 0) 50 (5 14 20

! (

SR A1A at Crossroad Lakes Dr

50 (20) 1800 (1300)

! (

80 (60) 1900 (1900) 80 (70)

100 (40) 0 (0) 50 (30)

Palm Valley Rd at Mickler Rd

1200 (760) 160 (80) 100 (80)

! (

30 (10) 0 (0) 20 (10)

SR A1A at Mickler Rd

20 (30)

1700 (2000)

) 0) (60 (130 0 8 00 12 (70) 10

) (20 10 (40) ) 20 (110 20

100 (20)

! (

90 (80) 10 (10)

) (40 ) 50 0 8 ( 30 70) 6 0( 60

350 (350)

SR A1A at Plantation Dr

70 (50) 10 (10) 10 (20)

30 (70) 1600 (1200) 20 (20)

! (

140 (160) 10 (10) 40 (30)

40 (30) 1500 (1100) 50 (50)

60 (50) 800 (550) 10 (10)

160 (110) 410 (800)

Palm Valley Rd at Canal Blvd

Palm Valley Rd at Landrum Ln

2010 (1380) 530 (240)

SR A1A at Sawgrass Dr

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/Palm Valley 2040 Build Intersection Volumes

100 (180) 330 (410) 20 (80)

100 (60) 370 (360) 30 (10)

! (

200 (330) 100 (160)

50 (70) 890 (1200) 170 (200)

10 (10) 10 (10) 10 (10)

SR A1A at Palm Valley Rd

130 (110)

690 (570)

SR A1A at ATP Tour Blvd

880 (1070) 390 (720) 50 (70)

! (

250 (310) 1500 (2200)

600 (880) 1000 (1500)

! (

40 (40) 1400 (1200)

40 (50) 520 (870) 10 (10) 220 (90) 210 (90)

SR A1A at PGA Tour Blvd

! (

30 (30)

80 (70) 10 (10) 50 (60)

SR A1A at Sawgrass Village Dr ! (

120 (50) 10 (20) 50 (30)

160 (470) 10 (30) 50 (230)

70 (120) 1300 (1700) 20 (40)

80 (80) 20 (50) 40 (30)

330 (330) 1900 (1900) 20 (30)

130 (190) 40 (60) 370 (550)

90 (40) 0 (0) 70 (30)

SR A1A at Thousand Oaks Dr

! (

20 (90) 2300 (2300) 20 (40)

90 (100) 1800 (2100) 70 (110)

Solana Rd at North Roscoe Blvd

! (

80 (20) 0 (10) 30 (15)

! (

20 (30) 10 (0) 20 (20)

190 (140) 10 (10) 210 (190)

10 (20) 2200 (2200) 210 (210)

SR A1A at Corona Rd

30 (70) 2000 (2400) 140 (70)

) (10 20 0) (31 490

180 (150) 1100 (1500)

) (20 20 ) (20 20

) ) (40 10 (510 0 7 3

740 (680) 120 (100) 100 (90)

10 (20) 2000 (2300) 100 (160)

SR A1A at Library Blvd

350 (250) 80 (130) 180 (160)

320 (370) 1700 (1900) 50 (80)

! ( ! (

80 (160) 2200 (2000) 20 (60)

60 (40)

0.5 Miles

2000 (1700)

70 (30)

0.25

510 (690) 1800 (1900) 110 (170)

40 (20)

100 (150) 2100 (2000) 0 (1)

20 (20) 0 (0) 170 (200)

I 20 (70) 2800 (2600)

3 (3) 0 (0) 0 (0)

! (

20 (30) 2800 (2600)

90 (70) 2100 (2200) 10 (10)

20 (40)

2400 (2800)

SR A1A at Marlin Ave

Legend

! ( ! (

Signalized Intersection Unsignalized Intersection AM (PM) Volumes Figure 12

Page 46

•• •• D

North Florida

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LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT MffCKLER RD AT SR AJA - BUffLD ALTERNATffVE kkeller

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LEGEND • PAVEMENT WIDENING • EXISTING PAVEMENT • CONCRETE SIDEWALK I RAISED ISLAND • GRASS

D D

EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT PGA TOUR BLVD AT SR AJA - BUffLD ALTERNATffVE kkeller

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•• •• D D

PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

FffGURE 15

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT SAWGRASS VffLLAGE DR AT SR AJA - BUffLD ALTERNATffVE kkeller

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•• •• D D

North Florida

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LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

FffGURE 16

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT SOLANA RD AT SR AJA - BUffLD ALTERNATffVE kkeller

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•• •• D D North Florida

Tr.11111�portatjo.n Plannlnt O,janl.t•!ltta

LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

FIGURE 17

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT DOLPHffN BLVD AT SR AJA - BUffLD ALTERNATffVE kkeller

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LEGEND • PAVEMENT WIDENING • EXISTING PAVEMENT •

CONCRETE SIDEWALK I RAISED ISLAND

• GRASS

D D

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EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

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•• •• D D

North Florida

Tr,11111�portatlon Pl•nnln& O,J,.ni.1•!1.:..11

LEGEND PAVEMENT WIDENING EXISTING PAVEMENT CONCRETE SIDEWALK I RAISED ISLAND GRASS EXISTING RIGHT -OF-WAY PROPOSED RIGHT -OF-WAY

PONTE VEDRA I PALM VALLEY TRAFFffC STUDY - ffNTERSECTffON ffMPROVEMENT PALM VALLEY RD AT ROSCOE BLVD - BUffLD ALTERNATffVE kkeller

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Ponte Vedra/Palm Valley Traffic Study

Intersection LOS LOS analyses for the 2040 Build Alternative were performed using SYNCHRO/SimTraffic package (V9.0). The red and yellow timings were updated from the existing timings to reflect the current computation for yellow and red clearance interval based on ITE’s Traffic Engineering Handbook standards. The SYNCHRO analysis reports are provided in Appendix E. Arterial analysis performed is located in Appendix F. The following locations were analyzed. • • • • • • • • • • • • • • • • • • •

SR A1A at Mickler Road SR A1A at Crossroad Lakes Drive/Oceans Edge Drive SR A1A at Plantation Drive SR A1A at Sawgrass Drive/Fairfield Boulevard SR A1A at Palm Valley Road/Old CR 210 SR A1A at ATP Tour Boulevard SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Sawgrass Village Drive/L’Atrium Circle SR A1A at Thousand Oaks Boulevard/Ocean Place SR A1A at Corona Road/ Summerfield Drive SR A1A at Library Boulevard SR A1A at Solana Road SR A1A at Dolphin Boulevard SR A1A at Marlin Avenue Solana Road at North Roscoe Boulevard Palm Valley Road at Roscoe Boulevard Palm Valley Road at Canal Boulevard/Possum Trot Road Palm Valley Road at Landrum Lane Palm Valley Road at Mickler Road

2040 Build Alternative LOS and delays are shown for 2040 in Table 9.

Ponte Vedra/Palm Valley Traffic Study

T ABLE 9. 2040 BUILD ALTERNATIVE LEVEL OF SERVICE AND DELAYS

Level of Service (LOS) and Intersection Delay (sec) 2040 Build Alternative Intersection

AM Peak C

SR A1A and Marlin Avenue

PM Peak D

22.2 E

SR A1A and Solana Road

44.3 E

64.9 B

SR A1A and Library Boulevard

66.8 B

14.2

SR A1A and Corona Road/ Summerfield Drive

SR A1A and Thousand Oaks Drive/ Ocean Place

SR A1A and Sawgrass Village Drive/ L'Atrium Circle

SR A1A and PGA Tour Boulevard/ TPC Country Club Boulevard

SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210

C 18.8

23.0 A

21.7

10.0 C

23.2

33.6 C

25.9 C

30.9 C

20.5 C

26.0 B

28.8 F

SR A1A and Mickler Road

18.9

19.6 F

165.5

Palm Valley Road and Mickler Road LOS Standard Below LOS Standard Failing 55

183.3 C

18.5

24.9

Ponte Vedra/Palm Valley Traffic Study

Cost Estimate The anticipated cost for implementing the recommended project alternatives at the following study intersections is $3.4 million. The following table shows the total cost at each intersection. T ABLE 10. INTERSECTION IMPROVEMENTS Location

Total Cost

SR A1A at Mickler Road SR A1A at PGA Tour Boulevard SR A1A at Sawgrass Village Drive SR A1A at Solana Road SR A1A at Dolphin Boulevard Palm Valley Road at Roscoe Boulevard Mickler Road at Palm Valley Road GRAND TOTAL

$320,000 $320,000 $160,000 $50,000 $50,000 $ 1 million $ 1.5 million $3.4 million

These intersection improvements could be implemented individually or in combination to improve traffic flow in the area. However, the intersection improvements will not be sufficient to meet the needs in the year 2040. The alternatives to address the ultimate needs for the corridor are included in the following table. T ABLE 11. LONG TERM IMPROVEMENTS Location Mickler Road to ATP Tour Boulevard ATP Tour Boulevard to Marlin Avenue Marlin Avenue to JTB GRAND TOTAL

Total Cost $6.4 million $8.2 million $18 million $32.6 million

The total construction costs of the widening improvements are anticipated to be $32.6 million. Right-of-way acquisition due to widening is proposed at the following locations; however, the cost of these impacts are not estimated. • • • •

The total construction costs of for the intersection improvements and the long-term improvements are anticipated to be $36 million. Cost estimate details are shown Appendix G.

Ponte Vedra/Palm Valley Traffic Study

Conclusion Current and future traffic concerns in the Ponte Vedra area prompted this traffic study. Continued traffic growth is anticipated within this study area over the year 2040 design period for the project. Intersection improvements to alleviate existing and future traffic congestion are recommended at the following locations: •

•

SR A1A at Mickler Road o The proposed configuration at Mickler Road at SR A1A includes improvements on the west leg. The eastbound lanes would be constructed as two left-turn lanes and one shared through/rightturn lane. Right-of-way acquisition is proposed along the north side of Mickler Road. SR A1A at PGA Tour Boulevard o The addition of a northbound left-turn lane is proposed at PGA Tour Boulevard. This improvement includes two receiving lanes on the west leg. Also recommended is the addition of an exclusive eastbound right-turn lane on the west leg to accommodate the heavy right-turns at the intersection. SR A1A at Sawgrass Village/L’Atrium Drive o Improvements on the west leg of the intersection are proposed at Sawgrass Village Drive. The current lane configuration of one left-turn lane and one shared through/right-turn lane is proposed to change to two left-turn lanes, one through lane and a channelized right-turn lane. SR A1A at Solana Road o Improvements are proposed at Solana Road to enhance vehicular safety on the west leg of the intersection. Based on collisions on the west leg and the proximity of La Pasada Circle at Solana Road intersection to the intersection at SR A1A, it is recommended to convert La Pasada Circle to a right-in/right-out entrance. In doing so, the eastbound left-turn storage will increase by 85feet. Westbound vehicles on Solana Road wanting to access the shopping center adjacent to La Pasada Circle or vehicles exiting La Pasada Circle wanting to go westbound may use the two driveways west of La Pasada Circle. Vehicles may also use Library Boulevard to access La Pasada Circle. SR A1A at Dolphin Boulevard o During the AM and PM peak hours, the heavy traffic in the southbound direction on A1A blocks the intersection at Dolphins Boulevard. “Do Not Block” signs and pavement markings are recommended at this location to prevent delays for the eastbound and northbound left-turn traffic. Palm Valley Road at Mickler Road o To improve capacity and traffic flow, it is recommended to convert the roundabout at Mickler Road at Palm Valley Road to a four-leg, signal-controlled intersection. Right-of-way acquisition is proposed on the along the east side of Palm Valley Road. Palm Valley Road at Roscoe Boulevard o The reconfiguration of Roscoe Boulevard at Palm Valley Road would enhance safety and traffic flow at the intersection. It is proposed to convert the northbound entrance from Roscoe Boulevard to right-in/right-out only. An off-ramp in the westbound direction will be constructed to allow westbound vehicles access to Roscoe Boulevard. An on-ramp on the north side of the 57

Ponte Vedra/Palm Valley Traffic Study

intersection is proposed to allow vehicles to travel westbound on Palm Valley Road. The current median will be extended to the Intracoastal Waterway bridge. Right-of-way acquisition is required for construction of the north side ramps and sidewalks. These intersection improvements could be constructed individually or in combination to improve traffic flow in the area. The total construction costs of these standalone intersection improvements are estimated to be $3.4 million. These improvements will not be sufficient to meet the needs in the year 2040. The alternatives to address the ultimate needs for the corridor include: • • • • •

Widening SR A1A from two to four lanes from Mickler Road to ATP Tour Boulevard Widening SR A1A from four to six lanes from ATP Tour Boulevard to J. Turner Butler Boulevard Widening Mickler Road and the east-west segment of Palm Valley Road from two to four lanes Constructing a new ramp from Palm Valley Road to Roscoe Boulevard in advance of the Intracoastal Waterway Bridge and Constructing new sidewalk and bicycle lanes along Palm Valley Road

Right-of-way acquisition due to widening is proposed at the following locations; however, the cost of these impacts are not estimated. • • • •

The total construction costs of the widening improvements are anticipated to be $32.6 million. The public hearing for this study was conducted on April 25th, 2017, with 540 people recorded in attendance. An open house began at 4:30 PM for the public to review the project exhibits, ask the project team questions and make formal comments to a court reporter. The hearing presentation began at 6:30 PM and included a public comment session. The public had the opportunity to review the draft report and submit additional comments online at www.northfloridatpo.com. Comments were also received by postal mail. Two hundred fifty-two individuals submitted comments for the study. The number of comments recorded is 424. Based on the public’s feedback, additional analysis was performed on unsignalized intersections. Should this study progress into the design phase, it is recommended to collect additional data for performance of signal warrant analysis at the unsignalized intersections. Additional results for the roundabout at Palm Valley Road at Mickler Road are provided in this report. For traffic calming, single-lane roundabouts may be considered along Palm Valley Road. Additional right-of-way acquisition would be needed. A select link analysis was performed on the NERPM A-B model 2010 model for the Intracoastal Waterway bridge. This analysis estimates the percentage of vehicles making trips on the Intracoastal Waterway bridge to and from Nocatee zones. The link analysis does not determine what percentage of Nocatee residents travel 58

Ponte Vedra/Palm Valley Traffic Study

through Ponte Vedra Beach and what percentage travel towards US-1 and I-95 â&#x20AC;&#x201C; only the percentage of bridge traffic. Data collection and vehicle counts are needed to verify the model analysis. The 2010 verified NERPM AB model select link analysis shows that approximately 25 percent of the trips utilizing the Intracoastal Waterway bridge are to and from Nocatee. Of these trips, most are originating from and going to the Nocatee zone that contains Ponte Vedra High School (approximately 64 percent of Nocatee trips utilizing the Intracoastal Waterway bridge). Detailed route analysis would need to be conducted to further determine current traffic patterns in the area surrounding the study area. Should the study progress towards construction, more detailed engineering design is necessary to refine the concept designs and provide additional detailed estimates of costs. If the widening of SR A1A is considered, a project development and environment study is needed to evaluate the potential environmental effects in greater detail. This step is not necessary for the intersection improvements proposed without the widening. Final design can begin after the project development and environment study is completed. The design will determine if additional rights-of-way are needed to construct the project. The acquisition of that right-of-way, if needed, must be completed before construction can begin. No funding for future design, environmental, right of way or construction phases are planned now. The completion of this study does not imply any commitment to fund future phases of this project. The community and elected officials will need to determine the communityâ&#x20AC;&#x2122;s needs and priorities to move any concept design forward and being to seek funding from the appropriate partners.

APPENDIX A: 72 HOUR VOLUME COUNTS

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 05:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 05:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 06:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 4 0 0 0 0 0 0 0 0 0 0 0 0 13 06:15 0 7 3 0 1 1 0 0 0 0 0 0 0 0 0 12 06:30 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 06:45 0 10 6 1 0 0 0 0 0 0 0 0 0 0 0 17 07:00 0 22 8 2 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 0 47 20 3 1 1 0 0 0 0 0 0 0 0 0 72 07:15 0 21 14 0 0 0 0 1 0 0 0 0 0 0 0 36 07:30 0 38 13 0 0 1 0 0 0 0 0 0 0 0 0 52 07:45 0 56 24 0 1 1 0 0 0 0 0 0 0 0 0 82 08:00 0 61 24 3 2 2 0 0 0 0 0 0 0 0 0 92 -----------------------------------------------------------------------------------------------------------Hour Total 0 176 75 3 3 4 0 1 0 0 0 0 0 0 0 262 08:15 08:30 08:45 09:00

0 0 0 0

56 65 59 44

34 17 17 21

0 1 1 0

2 2 1 1

0 0 0 0

1 0 1 0

0 0 0 0

0 0 0 1

0 0 0 0

93 85 79 67

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 224 89 2 6 0 0 2 0 0 0 1 0 0 0 324 09:15 0 33 18 0 0 0 0 0 0 0 0 0 0 0 0 51 09:30 1 38 16 0 1 0 0 1 0 0 1 0 0 0 0 58 09:45 0 37 13 0 0 0 0 0 0 0 0 0 0 0 0 50 10:00 0 27 10 0 3 1 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------Hour Total 1 135 57 0 4 1 0 1 0 0 1 0 0 0 0 200 10:15 0 26 15 0 2 0 0 0 0 0 0 0 0 0 0 43 10:30 0 29 15 0 0 0 0 0 0 0 0 0 0 0 0 44 10:45 0 23 14 0 0 1 0 0 0 0 0 0 0 0 0 38 11:00 0 31 19 0 1 1 0 1 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 0 109 63 0 3 2 0 1 0 0 0 0 0 0 0 178 11:15 0 29 9 0 0 0 0 0 0 0 0 0 0 0 0 38 11:30 0 27 10 0 0 0 0 0 0 0 0 0 0 0 0 37 11:45 0 34 11 0 2 1 0 0 0 0 0 0 0 0 0 48 12:00 0 31 17 0 0 0 0 0 0 0 0 0 0 0 0 48 -----------------------------------------------------------------------------------------------------------Hour Total 0 121 47 0 2 1 0 0 0 0 0 0 0 0 0 171 12:15 0 17 20 0 1 0 0 1 0 0 0 0 0 0 0 39 12:30 0 27 10 0 1 0 0 0 0 0 0 0 0 0 0 38 12:45 1 26 12 0 2 0 0 0 0 0 0 0 0 0 0 41 13:00 1 26 14 0 1 1 0 0 0 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 2 96 56 0 5 1 0 1 0 0 0 0 0 0 0 161 13:15 0 32 10 0 0 1 0 0 0 0 0 0 0 0 0 43 13:30 1 35 12 0 1 1 0 0 0 0 0 0 0 0 0 50 13:45 0 41 14 0 1 0 0 0 0 0 0 0 0 0 0 56 14:00 0 29 17 0 0 1 0 1 0 0 0 0 0 0 0 48 -----------------------------------------------------------------------------------------------------------Hour Total 1 137 53 0 2 3 0 1 0 0 0 0 0 0 0 197 14:15 1 49 7 0 0 0 0 0 0 0 0 0 0 0 0 57 14:30 1 46 17 5 2 1 0 0 0 0 0 0 0 0 0 72 14:45 0 32 12 0 1 1 0 0 0 0 0 0 0 0 0 46 15:00 0 28 8 0 0 1 0 0 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------Hour Total 2 155 44 5 3 3 0 0 0 0 0 0 0 0 0 212 15:15 0 42 7 0 0 0 0 0 0 0 0 0 0 0 0 49 15:30 0 51 10 1 0 1 0 0 0 0 0 0 0 0 0 63 15:45 0 50 15 0 0 0 0 0 0 0 0 0 0 0 0 65 16:00 0 36 16 0 1 0 0 0 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 0 179 48 1 1 1 0 0 0 0 0 0 0 0 0 230 16:15 2 63 12 2 0 0 0 1 0 0 0 0 1 0 0 81 16:30 1 55 19 2 1 0 0 0 0 0 0 0 0 0 0 78 16:45 0 53 9 0 0 0 0 0 0 0 0 0 0 0 0 62 17:00 0 41 9 1 2 0 0 1 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 3 212 49 5 3 0 0 2 0 0 0 0 1 0 0 275

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------17:15 0 28 16 0 0 0 0 0 0 0 0 0 0 0 0 44 17:30 2 47 17 0 0 0 0 0 0 0 0 0 0 0 0 66 17:45 0 43 15 0 2 0 0 0 0 0 0 0 0 0 0 60 18:00 0 35 12 0 0 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 2 153 60 0 2 0 0 0 0 0 0 0 0 0 0 217 18:15 0 42 15 0 0 0 0 0 0 0 0 0 0 0 0 57 18:30 0 32 5 0 0 0 0 0 0 0 0 0 0 0 0 37 18:45 0 27 3 0 0 0 0 0 0 0 0 0 0 0 0 30 19:00 1 36 13 0 0 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 1 137 36 0 0 0 0 0 0 0 0 0 0 0 0 174 19:15 0 34 12 0 0 0 0 0 0 0 0 0 0 0 0 46 19:30 1 29 7 0 0 0 0 0 0 0 0 0 0 0 0 37 19:45 0 40 8 0 0 0 0 1 0 0 0 0 0 0 0 49 20:00 1 31 3 0 0 0 0 0 0 0 0 0 0 0 0 35 -----------------------------------------------------------------------------------------------------------Hour Total 2 134 30 0 0 0 0 1 0 0 0 0 0 0 0 167 20:15 0 42 8 0 0 0 0 0 0 0 0 0 0 0 0 50 20:30 0 68 10 0 0 0 0 0 0 0 0 0 0 0 0 78 20:45 0 30 6 0 1 0 0 0 0 0 0 0 0 0 0 37 21:00 0 20 7 0 0 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 160 31 0 1 0 0 0 0 0 0 0 0 0 0 192 21:15 0 18 1 0 0 0 0 0 0 0 0 0 0 0 0 19 21:30 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 21:45 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 22:00 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 54 4 0 0 0 0 0 0 0 0 0 0 0 0 58 22:15 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 14 22:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 22:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 23:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 29 5 0 0 0 0 0 0 0 0 0 0 0 0 34 23:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 10 0 0 1 0 0 0 0 0 0 0 0 0 0 11 24:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 17 1 0 1 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------DAY TOTAL 15 2294 775 19 37 17 0 10 0 0 1 1 1 0 0 3170 PERCENTS 0.5% 72.4% 24.5% 0.6% 1.2% 0.5% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks PM Times PM Peaks

08:00 07:45 08:00 07:45 07:15 241 99 5 7 4

08:00 2

12:45 16:15 15:45 13:45 12:15 12:45 3 212 62 5 5 3

16:15 2

08:45 08:15 1 1

07:45 352 15:30 1

15:45 277

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 01:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 06:00 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 5 0 0 0 0 0 0 0 0 0 0 0 0 15 06:15 0 7 3 0 1 0 0 0 0 0 0 0 0 0 0 11 06:30 0 6 5 0 0 0 0 0 0 0 0 0 0 0 0 11 06:45 0 13 2 0 1 0 0 0 0 0 0 0 0 0 0 16 07:00 0 19 9 2 0 1 0 0 0 0 0 0 0 0 0 31 -----------------------------------------------------------------------------------------------------------Hour Total 0 45 19 2 2 1 0 0 0 0 0 0 0 0 0 69 07:15 0 32 11 0 1 3 0 0 0 0 0 0 0 0 0 47 07:30 0 33 14 0 0 0 0 1 1 0 0 0 0 0 0 49 07:45 0 67 21 1 2 1 0 0 0 0 0 0 0 0 0 92 08:00 0 51 20 1 1 0 0 0 0 0 0 0 0 0 0 73 -----------------------------------------------------------------------------------------------------------Hour Total 0 183 66 2 4 4 0 1 1 0 0 0 0 0 0 261 08:15 08:30 08:45 09:00

0 0 0 0

58 64 51 51

28 25 14 11

0 1 2 0

1 0 2 0

0 0 0 1

0 0 0 0

0 0 1 0

0 0 0 0

87 90 70 63

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 224 78 3 3 1 0 0 0 0 0 1 0 0 0 310 09:15 0 42 15 0 1 1 0 0 0 0 0 0 0 0 0 59 09:30 0 34 9 0 2 1 0 0 0 0 0 0 0 0 0 46 09:45 0 37 19 0 1 0 0 0 0 0 0 0 0 0 0 57 10:00 0 30 14 0 3 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 0 143 57 0 7 2 0 0 0 0 0 0 0 0 0 209 10:15 1 31 10 0 0 1 0 1 0 0 0 0 0 0 0 44 10:30 0 18 9 0 0 0 0 0 0 0 0 0 0 0 0 27 10:45 0 28 8 0 0 2 0 0 0 0 0 0 0 0 0 38 11:00 1 36 14 0 0 1 0 1 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 2 113 41 0 0 4 0 2 0 0 0 0 0 0 0 162 11:15 0 27 11 0 0 0 0 0 0 0 0 0 0 0 0 38 11:30 0 20 12 0 0 2 0 0 0 0 0 0 0 0 0 34 11:45 0 26 20 0 0 0 0 0 0 0 0 0 0 0 0 46 12:00 0 26 11 0 2 0 0 0 1 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 0 99 54 0 2 2 0 0 1 0 0 0 0 0 0 158 12:15 0 34 19 0 1 0 0 1 1 0 0 0 0 0 0 56 12:30 0 27 10 0 1 0 0 0 0 0 0 0 0 0 0 38 12:45 0 25 18 0 1 0 0 0 0 0 0 0 0 0 0 44 13:00 0 36 15 0 1 1 0 0 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 0 122 62 0 4 1 0 1 1 0 0 0 0 0 0 191 13:15 1 45 15 0 0 1 0 0 0 0 0 0 0 0 0 62 13:30 0 50 13 2 3 2 0 0 0 0 0 0 0 0 0 70 13:45 0 43 10 0 0 1 0 1 0 0 0 0 0 0 0 55 14:00 0 27 7 0 0 1 0 0 1 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 1 165 45 2 3 5 0 1 1 0 0 0 0 0 0 223 14:15 3 38 14 0 0 1 0 0 0 0 0 0 0 0 0 56 14:30 0 41 8 1 1 0 0 0 0 0 0 0 0 0 0 51 14:45 0 43 11 0 2 0 0 1 0 0 0 0 0 0 0 57 15:00 0 45 17 0 1 1 0 0 0 0 0 0 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 3 167 50 1 4 2 0 1 0 0 0 0 0 0 0 228 15:15 1 69 9 2 0 1 0 0 0 0 0 0 0 0 0 82 15:30 1 51 15 1 2 2 0 0 0 0 0 0 0 0 0 72 15:45 2 42 7 0 0 1 0 0 0 0 0 0 0 0 0 52 16:00 1 38 13 1 0 1 0 1 0 0 0 0 0 0 0 55 -----------------------------------------------------------------------------------------------------------Hour Total 5 200 44 4 2 5 0 1 0 0 0 0 0 0 0 261 16:15 0 40 17 0 0 0 0 0 0 0 0 0 0 0 0 57 16:30 0 70 19 0 1 0 0 0 0 0 0 0 0 0 0 90 16:45 0 38 15 0 0 0 0 1 0 0 0 0 0 0 0 54 17:00 0 42 19 0 0 0 0 0 0 0 0 0 0 0 0 61 -----------------------------------------------------------------------------------------------------------Hour Total 0 190 70 0 1 0 0 1 0 0 0 0 0 0 0 262

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------17:15 0 37 15 0 0 0 0 0 0 0 0 0 0 0 0 52 17:30 0 41 12 0 0 0 0 0 0 0 0 0 0 0 0 53 17:45 1 34 17 0 2 0 0 0 0 0 0 0 0 0 0 54 18:00 0 51 15 0 0 0 0 0 0 0 0 0 0 0 0 66 -----------------------------------------------------------------------------------------------------------Hour Total 1 163 59 0 2 0 0 0 0 0 0 0 0 0 0 225 18:15 0 46 12 0 0 0 0 0 0 0 0 0 0 0 0 58 18:30 0 49 10 0 0 0 0 0 0 0 0 0 0 0 0 59 18:45 0 38 8 0 0 0 0 0 0 0 0 0 0 0 0 46 19:00 0 31 10 0 0 0 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------Hour Total 0 164 40 0 0 0 0 0 0 0 0 0 0 0 0 204 19:15 0 43 8 0 0 0 0 0 0 0 0 0 0 0 0 51 19:30 0 26 10 0 1 0 0 0 0 0 0 0 0 0 0 37 19:45 1 22 3 0 0 0 0 0 0 0 0 0 0 0 0 26 20:00 0 19 7 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 1 110 28 0 1 0 0 0 0 0 0 0 0 0 0 140 20:15 0 29 2 0 0 0 0 0 0 0 0 0 0 0 0 31 20:30 0 18 2 0 0 0 0 0 0 0 0 0 0 0 0 20 20:45 0 23 5 0 0 0 0 0 0 0 0 0 0 0 0 28 21:00 0 29 3 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 0 99 12 0 0 0 0 0 0 0 0 0 0 0 0 111 21:15 0 22 5 0 0 0 0 0 0 0 0 0 0 0 0 27 21:30 0 19 3 0 0 0 0 0 0 0 0 0 0 0 0 22 21:45 0 16 1 0 0 0 0 0 0 0 0 0 0 0 0 17 22:00 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 71 9 0 0 0 0 0 0 0 0 0 0 0 0 80 22:15 0 14 1 0 0 0 0 0 0 0 0 0 0 0 0 15 22:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 22:45 1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 8 23:00 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 1 41 3 0 0 0 0 0 0 0 0 0 0 0 0 45 23:15 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:30 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 23:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 24:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 1 14 4 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------DAY TOTAL 15 2340 750 14 35 27 0 8 4 0 0 1 0 0 0 3194 PERCENTS 0.5% 73.3% 23.5% 0.5% 1.1% 0.8% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks

10:15 07:45 07:45 08:00 09:15 07:00 2 240 94 4 7 5

10:15 06:45 2 1

PM Times PM Peaks

15:15 14:45 16:15 15:15 12:45 13:00 5 208 70 4 5 5

16:00 12:15 2 1

08:00 1

07:45 342 14:45 275

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 05:15 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 05:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 06:00 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 7 0 0 0 0 0 0 0 0 0 0 0 0 18 06:15 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 6 06:30 0 11 2 0 0 1 0 0 0 0 0 0 0 0 0 14 06:45 0 15 5 1 1 0 0 0 0 0 0 0 0 0 0 22 07:00 0 19 12 1 0 0 0 0 1 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 0 48 21 2 2 1 0 0 1 0 0 0 0 0 0 75 07:15 0 24 9 0 0 0 0 0 0 0 0 0 0 0 0 33 07:30 1 41 19 0 0 2 0 1 0 0 0 0 0 0 0 64 07:45 0 67 16 2 3 0 0 1 0 0 0 0 0 0 0 89 08:00 0 63 14 1 0 0 0 1 0 0 0 0 0 0 0 79 -----------------------------------------------------------------------------------------------------------Hour Total 1 195 58 3 3 2 0 3 0 0 0 0 0 0 0 265 08:15 08:30 08:45 09:00

2 0 0 1

41 69 47 41

20 21 18 16

0 2 1 0

2 0 1 1

1 0 2 0

0 0 0 0

66 92 69 59

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 3 198 75 3 4 3 0 0 0 0 0 0 0 0 0 286 09:15 0 50 23 0 1 1 0 0 0 0 0 0 0 0 0 75 09:30 0 39 13 0 2 1 0 1 0 0 0 0 0 0 0 56 09:45 0 25 14 0 0 0 0 0 0 0 0 0 0 0 0 39 10:00 0 23 9 0 1 0 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 0 137 59 0 4 2 0 1 0 0 0 0 0 0 0 203 10:15 0 32 12 0 1 0 0 0 0 0 0 0 0 0 0 45 10:30 0 23 15 0 1 0 0 0 0 0 0 0 0 0 0 39 10:45 0 40 17 0 0 1 0 0 0 0 0 0 0 0 0 58 11:00 1 36 8 0 1 0 0 0 0 0 0 0 0 0 0 46 -----------------------------------------------------------------------------------------------------------Hour Total 1 131 52 0 3 1 0 0 0 0 0 0 0 0 0 188 11:15 1 25 6 0 0 0 0 0 0 0 1 0 0 0 0 33 11:30 0 27 11 0 0 2 0 1 0 0 0 0 0 0 0 41 11:45 0 18 16 0 0 0 0 0 1 0 0 0 0 0 0 35 12:00 0 38 17 0 0 0 0 1 0 0 0 0 0 0 0 56 -----------------------------------------------------------------------------------------------------------Hour Total 1 108 50 0 0 2 0 2 1 0 1 0 0 0 0 165 12:15 0 33 12 0 1 1 0 0 0 0 0 0 0 0 0 47 12:30 0 23 11 0 0 0 0 0 0 0 0 0 0 0 0 34 12:45 2 32 17 0 1 0 0 0 0 0 0 0 0 0 0 52 13:00 0 34 14 0 2 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 2 122 54 0 4 1 0 0 0 0 0 0 0 0 0 183 13:15 0 36 10 0 0 1 0 1 0 0 0 0 0 0 0 48 13:30 0 35 10 0 0 0 0 0 1 0 0 0 0 0 0 46 13:45 1 24 19 0 2 0 0 0 0 0 0 0 0 0 0 46 14:00 0 36 9 0 0 1 0 0 0 0 0 0 0 0 0 46 -----------------------------------------------------------------------------------------------------------Hour Total 1 131 48 0 2 2 0 1 1 0 0 0 0 0 0 186 14:15 1 41 17 0 1 0 0 0 0 0 0 0 0 0 0 60 14:30 1 48 17 4 1 0 0 0 0 0 0 0 0 0 0 71 14:45 0 34 8 1 1 0 0 0 0 0 0 0 0 0 0 44 15:00 0 46 8 0 1 0 0 0 0 0 0 0 0 0 0 55 -----------------------------------------------------------------------------------------------------------Hour Total 2 169 50 5 4 0 0 0 0 0 0 0 0 0 0 230 15:15 2 53 14 0 0 0 0 0 0 0 0 0 0 0 0 69 15:30 0 41 18 1 0 0 0 0 0 0 0 0 0 0 0 60 15:45 0 30 9 0 0 0 0 0 0 0 0 0 0 0 0 39 16:00 0 38 16 0 0 0 0 0 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 2 162 57 1 0 0 0 0 0 0 0 0 0 0 0 222 16:15 1 77 14 3 1 1 0 0 0 0 0 0 0 0 0 97 16:30 3 46 16 1 1 0 0 0 0 0 0 0 0 0 0 67 16:45 1 35 17 0 0 0 0 0 0 0 0 0 0 0 0 53 17:00 0 47 10 1 0 0 0 0 0 0 0 0 0 0 0 58 -----------------------------------------------------------------------------------------------------------Hour Total 5 205 57 5 2 1 0 0 0 0 0 0 0 0 0 275

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1A Site ID: 000000003552 Location: N. Roscoe NB Direction: NORTH Lane: 1 TIME

Page:

File: D0823002.prn City: 16-221 AW Max County: 30.21177, -81.40889

Total

-----------------------------------------------------------------------------------------------------------17:15 0 48 13 0 0 0 0 0 0 0 0 0 0 0 0 61 17:30 0 59 10 0 0 0 0 0 0 0 0 0 0 0 0 69 17:45 0 43 11 0 1 0 0 0 0 0 0 0 0 0 0 55 18:00 0 41 13 0 0 0 0 0 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 0 191 47 0 1 0 0 0 0 0 0 0 0 0 0 239 18:15 1 39 13 0 0 0 0 0 0 0 0 0 0 0 0 53 18:30 0 44 9 0 0 0 0 0 0 0 0 0 0 0 0 53 18:45 0 41 10 0 0 0 0 0 0 0 0 0 0 0 0 51 19:00 0 28 12 0 0 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 1 152 44 0 0 0 0 0 0 0 0 0 0 0 0 197 19:15 0 36 11 0 0 0 0 0 0 0 0 0 0 0 0 47 19:30 1 39 10 0 0 0 0 0 0 0 0 0 0 0 0 50 19:45 0 24 5 0 0 0 0 1 0 0 0 0 0 0 0 30 20:00 1 29 5 0 0 0 0 0 0 0 0 0 0 0 0 35 -----------------------------------------------------------------------------------------------------------Hour Total 2 128 31 0 0 0 0 1 0 0 0 0 0 0 0 162 20:15 0 35 1 0 0 0 0 0 0 0 0 0 0 0 0 36 20:30 0 36 7 0 0 0 0 0 0 0 0 0 0 0 0 43 20:45 0 41 8 0 0 0 0 0 0 0 0 0 0 0 0 49 21:00 0 23 5 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 135 21 0 0 0 0 0 0 0 0 0 0 0 0 156 21:15 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 21:30 0 31 4 0 0 0 0 0 0 0 0 0 0 0 0 35 21:45 1 14 7 0 0 0 0 0 0 0 0 0 0 0 0 22 22:00 1 10 1 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 2 66 13 0 0 0 0 0 0 0 0 0 0 0 0 81 22:15 1 8 2 0 0 0 0 0 0 0 0 0 0 0 0 11 22:30 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 22:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 20 4 0 0 0 0 0 0 0 0 0 0 0 0 25 23:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 23:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 23:45 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 24:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 22 2 0 0 0 0 0 0 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------DAY TOTAL 24 2345 755 19 29 15 0 8 3 0 1 0 0 0 0 3199 PERCENTS 0.8% 73.4% 23.7% 0.6% 0.9% 0.4% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.6% Trucks & Buses 2.3% AM Times AM Peaks

07:30 07:45 08:30 07:45 07:30 08:45 3 240 78 5 5 4

07:15 06:15 3 1

PM Times PM Peaks

16:00 16:15 16:00 14:00 12:15 13:15 5 205 63 5 4 2

12:30 12:45 1 1

10:30 1

07:45 326 16:15 275

=================================================================================================================== GRAND TOTAL 54 2280 101 0 7 2 1 0 6979 52 59 26 0 2 0 9563 PERCENTS 0.6% 73.0% 23.9% 0.6% 1.1% 0.6% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 07:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 07:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 07:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 07:45 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 08:00 0 7 1 1 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 21 6 1 0 0 0 0 0 0 0 0 0 0 0 28 08:15 08:30 08:45 09:00

0 0 0 0

9 5 6 3

2 2 2 0

0 0 0 0

11 7 8 3

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 23 6 0 0 0 0 0 0 0 0 0 0 0 0 29 09:15 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 09:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 09:45 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 2 11 2 0 0 0 0 0 0 0 0 0 0 0 0 15 10:15 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 6 10:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 11:00 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 2 14 5 0 0 0 0 0 0 0 0 0 0 0 0 21 11:15 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 11:30 0 2 4 0 1 0 0 0 0 0 0 0 0 0 0 7 11:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 10 0 1 0 0 0 0 0 0 0 0 0 0 21 12:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 12:45 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 7 13:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 6 0 0 0 0 0 0 0 0 0 0 0 0 24 13:15 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 13:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 14:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 14:30 0 5 1 0 0 0 0 1 0 0 0 0 0 0 0 7 14:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 15:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 5 0 0 0 0 1 0 0 0 0 0 0 0 18 15:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 15:30 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 15:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 16:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 3 1 0 0 0 0 0 0 0 0 0 0 0 10 16:15 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 16:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 16:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 17:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 1 12 3 0 0 0 0 0 0 0 0 0 0 0 0 16

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------17:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 17:30 0 8 5 0 1 0 0 0 0 0 0 0 0 0 0 14 17:45 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 18:00 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 1 18 10 0 1 0 0 0 0 0 0 0 0 0 0 30 18:15 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 18:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 18:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 19:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 3 0 0 0 0 0 0 0 0 0 0 0 0 15 19:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 19:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 19:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 20:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 20:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 20:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 21:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------DAY TOTAL 6 191 67 2 2 0 0 1 0 0 0 0 0 0 0 269 PERCENTS 2.3% 71.1% 24.9% 0.7% 0.7% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 98.1% Trucks & Buses 1.8% AM Times AM Peaks

09:30 07:45 10:45 07:15 10:45 3 27 13 1 1

PM Times PM Peaks

15:30 17:00 17:30 14:45 16:45 1 21 11 1 1

07:45 35 13:45 1

17:00 31

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 06:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 06:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 12 07:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:30 0 3 1 0 0 3 0 0 1 0 0 0 0 0 0 8 07:45 1 5 2 0 0 1 0 0 0 0 0 0 0 0 0 9 08:00 0 6 0 1 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 1 16 3 1 0 4 0 0 1 0 0 0 0 0 0 26 08:15 08:30 08:45 09:00

0 0 0 0

6 8 3 3

1 0 1 0

0 0 0 0

0 0 1 0

0 0 0 0

7 8 5 3

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 20 2 0 0 0 0 1 0 0 0 0 0 0 0 23 09:15 0 4 2 0 1 0 0 0 0 0 0 0 0 0 0 7 09:30 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 09:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 6 0 1 0 0 0 0 0 0 0 0 0 0 15 10:15 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 10:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 10:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 10 0 1 0 0 0 0 0 0 0 0 0 0 20 11:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 11:45 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 3 12:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 4 0 0 1 0 0 0 0 0 0 0 0 0 15 12:15 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 12:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 13:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 13:15 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 13:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 13:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 14:00 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 16 7 0 0 0 0 0 0 0 0 0 0 0 0 23 14:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 14:30 0 7 2 0 1 0 1 0 0 0 0 0 0 0 0 11 14:45 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 6 15:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 13 6 0 1 0 1 0 0 0 0 0 0 0 0 22 15:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 15:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 16:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 16:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 16:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 17:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------17:15 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 6 17:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 17:45 1 5 2 0 0 0 0 0 0 0 0 0 0 0 0 8 18:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 1 12 8 0 0 0 0 0 0 0 0 0 0 0 0 21 18:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 18:30 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 18:45 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 19:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 19:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 19:30 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 19:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 20:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 1 12 1 0 0 0 0 0 0 0 0 0 0 0 0 14 20:15 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 20:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 21:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 22:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------DAY TOTAL 4 177 70 1 3 5 1 1 1 0 0 0 0 0 0 263 PERCENTS 1.6% 67.4% 26.7% 0.4% 1.1% 1.9% 0.3% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 95.4% Trucks & Buses 4.5% AM Times AM Peaks

07:00 07:45 10:15 07:15 08:30 07:00 1 25 10 1 1 4

PM Times PM Peaks

14:00 12:45 14:00 1 16 8

13:45 1

08:00 06:45 1 1 13:45 1

07:30 31 14:00 25

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 06:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 07:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 07:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 07:45 0 5 0 0 0 1 0 0 0 0 0 0 0 0 0 6 08:00 0 8 3 1 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 22 5 1 0 1 0 0 0 0 0 0 0 0 0 29 08:15 08:30 08:45 09:00

0 0 0 0

4 9 3 2

1 0 1 0

0 0 0 0

5 9 4 2

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 18 2 0 0 0 0 0 0 0 0 0 0 0 0 20 09:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 09:30 0 5 1 0 1 1 0 0 0 0 0 0 0 0 0 8 09:45 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 5 10:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 4 0 2 1 0 0 0 0 0 0 0 0 0 17 10:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 5 11:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 4 0 1 0 0 0 0 0 0 0 0 0 0 13 11:15 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 11:30 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 9 11:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 4 9 6 0 0 0 0 0 0 0 0 0 0 0 0 19 12:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:30 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 4 12:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 5 0 1 0 0 0 0 0 0 0 0 0 0 11 13:15 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 3 13:30 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 13:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 14:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 3 0 0 1 0 0 0 0 0 0 0 0 0 11 14:15 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 14:30 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 14:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 15:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 2 9 4 0 0 0 0 0 0 0 0 0 0 0 0 15 15:15 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 15:30 0 5 3 1 0 0 0 0 0 0 0 0 0 0 0 9 15:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 16:00 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 9 1 0 0 0 0 0 0 0 0 0 0 0 21 16:15 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 16:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 16:45 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 17:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 17 7 0 0 0 0 0 0 0 0 0 0 0 0 24

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1B Site ID: 000000020167 Location: N. Roscoe EB (SB) Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.21304, -81.40927

Total

-----------------------------------------------------------------------------------------------------------17:15 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 17:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 17:45 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 8 18:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 1 12 7 0 0 0 0 0 0 0 0 0 0 0 0 20 18:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 18:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 18:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 19:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 19:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 19:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 19:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 20:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 20:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 21:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------DAY TOTAL 8 166 62 2 4 3 0 0 0 0 0 0 0 0 0 245 PERCENTS 3.3% 67.8% 25.3% 0.8% 1.6% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.3% Trucks & Buses 3.6% AM Times AM Peaks

10:45 07:45 10:45 07:15 09:00 07:00 4 26 9 1 2 1

07:45 32

PM Times PM Peaks

13:45 16:15 15:15 14:45 12:15 12:30 2 17 9 1 1 1

15:30 24

=================================================================================================================== GRAND TOTAL 18 199 9 1 1 0 0 0 534 5 8 2 0 0 0 777 PERCENTS 2.4% 68.8% 25.7% 0.6% 1.1% 1.0% 0.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------00:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 8 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 06:00 0 6 1 0 0 1 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 16 2 0 0 1 0 0 0 0 0 0 0 0 0 19 06:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 06:30 0 3 3 0 0 0 0 0 1 0 0 0 0 0 0 7 06:45 1 7 1 0 0 0 0 0 0 0 0 0 0 0 0 9 07:00 1 15 5 0 1 0 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 2 29 10 0 1 0 0 0 1 0 0 0 0 0 0 43 07:15 0 19 8 1 1 0 0 0 0 0 0 0 0 0 0 29 07:30 0 40 15 5 0 0 0 0 0 0 0 0 0 0 0 60 07:45 0 53 10 0 0 0 0 0 0 0 0 0 0 0 0 63 08:00 0 39 16 0 1 0 0 0 0 0 0 0 0 0 0 56 -----------------------------------------------------------------------------------------------------------Hour Total 0 151 49 6 2 0 0 0 0 0 0 0 0 0 0 208 08:15 08:30 08:45 09:00

0 0 0 0

46 54 48 37

17 19 18 20

0 0 1 2

1 0 1 0

0 0 0 0

0 0 1 0

0 0 0 0

64 73 69 59

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 185 74 3 2 0 0 1 0 0 0 0 0 0 0 265 09:15 1 33 13 0 1 1 0 0 0 0 0 0 0 0 0 49 09:30 0 32 12 0 1 0 0 0 0 0 0 0 0 0 0 45 09:45 0 32 5 0 3 2 0 0 0 0 0 0 0 0 0 42 10:00 0 31 18 0 0 0 0 0 0 0 0 0 0 0 0 49 -----------------------------------------------------------------------------------------------------------Hour Total 1 128 48 0 5 3 0 0 0 0 0 0 0 0 0 185 10:15 1 22 18 0 0 0 0 0 0 0 0 0 0 0 0 41 10:30 0 22 10 0 0 0 0 0 0 0 0 0 0 0 0 32 10:45 0 24 24 0 1 1 0 0 0 0 0 0 0 0 0 50 11:00 0 23 19 0 1 0 0 0 0 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 1 91 71 0 2 1 0 0 0 0 0 0 0 0 0 166 11:15 0 17 12 0 1 0 0 2 0 0 0 0 0 0 0 32 11:30 0 22 11 0 3 1 0 0 0 0 0 0 0 0 0 37 11:45 0 41 18 0 2 0 0 1 0 0 0 0 0 0 0 62 12:00 0 32 10 0 1 1 0 0 0 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 0 112 51 0 7 2 0 3 0 0 0 0 0 0 0 175 12:15 0 32 21 0 0 0 0 0 0 0 0 0 1 0 0 54 12:30 1 34 15 0 2 1 0 1 0 0 0 0 0 0 0 54 12:45 0 42 13 0 1 0 0 0 0 0 0 0 0 0 0 56 13:00 1 33 17 0 0 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 2 141 66 0 3 1 0 1 0 0 0 0 1 0 0 215 13:15 0 31 15 0 1 0 0 0 0 0 0 0 0 0 0 47 13:30 0 31 15 0 0 0 0 0 0 0 0 0 0 0 0 46 13:45 0 34 15 0 0 0 0 0 0 0 0 0 0 0 0 49 14:00 0 37 10 0 0 1 0 0 0 0 0 0 0 0 0 48 -----------------------------------------------------------------------------------------------------------Hour Total 0 133 55 0 1 1 0 0 0 0 0 0 0 0 0 190 14:15 0 41 18 0 0 0 0 0 0 0 0 0 0 0 0 59 14:30 0 45 22 0 1 0 0 0 0 0 0 0 0 0 0 68 14:45 0 43 13 2 0 1 0 0 0 0 0 0 0 0 0 59 15:00 0 42 17 0 0 0 0 0 0 0 0 0 0 0 0 59 -----------------------------------------------------------------------------------------------------------Hour Total 0 171 70 2 1 1 0 0 0 0 0 0 0 0 0 245 15:15 0 46 9 0 0 0 0 0 0 0 0 0 0 0 0 55 15:30 1 35 11 0 2 2 0 0 0 0 0 0 0 0 0 51 15:45 0 42 15 1 2 0 0 0 0 0 0 0 0 0 0 60 16:00 1 49 17 1 1 0 0 0 0 0 0 0 0 0 0 69 -----------------------------------------------------------------------------------------------------------Hour Total 2 172 52 2 5 2 0 0 0 0 0 0 0 0 0 235 16:15 0 43 22 0 2 1 0 0 0 0 0 0 0 0 0 68 16:30 0 40 18 0 2 0 0 0 0 0 0 0 0 0 0 60 16:45 0 49 14 1 2 1 0 1 0 0 0 0 0 0 0 68 17:00 1 70 17 0 1 0 0 0 0 0 0 0 0 0 0 89 -----------------------------------------------------------------------------------------------------------Hour Total 1 202 71 1 7 2 0 1 0 0 0 0 0 0 0 285

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/23/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------17:15 0 65 19 0 2 0 0 0 0 0 0 0 0 0 0 86 17:30 0 75 18 0 0 1 0 0 0 0 0 0 0 0 0 94 17:45 0 85 24 0 1 1 0 0 0 0 0 0 0 0 0 111 18:00 0 103 22 0 1 1 0 0 0 0 0 0 0 0 0 127 -----------------------------------------------------------------------------------------------------------Hour Total 0 328 83 0 4 3 0 0 0 0 0 0 0 0 0 418 18:15 0 66 24 0 0 0 0 1 0 0 0 0 0 0 0 91 18:30 0 51 14 0 0 0 1 0 0 0 0 0 0 0 0 66 18:45 0 52 11 0 1 0 0 0 0 0 0 0 0 0 0 64 19:00 0 21 4 0 0 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 0 190 53 0 1 0 1 1 0 0 0 0 0 0 0 246 19:15 0 35 5 0 0 0 0 0 0 0 0 0 0 0 0 40 19:30 0 31 14 0 0 0 0 0 0 0 0 0 0 0 0 45 19:45 0 19 4 0 0 0 0 0 0 0 0 0 0 0 0 23 20:00 0 25 7 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 0 110 30 0 0 0 0 0 0 0 0 0 0 0 0 140 20:15 1 21 3 0 0 0 0 0 0 0 0 0 0 0 0 25 20:30 0 20 4 0 0 0 0 0 0 0 0 0 0 0 0 24 20:45 0 23 3 0 0 0 0 0 0 0 0 0 0 0 0 26 21:00 0 18 1 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 1 82 11 0 0 0 0 0 0 0 0 0 0 0 0 94 21:15 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 21:30 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 21:45 0 10 3 0 1 0 0 0 0 0 0 0 0 0 0 14 22:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 36 7 0 1 0 0 0 0 0 0 0 0 0 0 44 22:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 22:30 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 22:45 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 18 2 0 0 0 0 0 0 0 0 0 0 0 0 21 23:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 23:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 23:45 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 6 24:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 1 15 2 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------DAY TOTAL 12 2327 814 14 42 17 1 7 1 0 0 0 1 0 0 3236 PERCENTS 0.4% 72.0% 25.2% 0.5% 1.2% 0.5% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.4% Trucks & Buses 2.5% AM Times AM Peaks

06:15 07:45 08:15 06:45 11:00 09:00 2 192 74 6 7 3

11:00 05:45 3 1

PM Times PM Peaks

12:15 17:30 17:30 14:00 15:30 14:45 17:45 12:15 2 329 88 2 7 3 1 1

08:15 265 12:15 1

17:30 423

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 4 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 2 0 0 0 0 0 0 0 0 0 0 0 0 13 06:15 0 15 4 0 0 0 0 0 0 0 0 0 0 0 0 19 06:30 0 10 1 1 0 0 0 0 0 0 0 0 0 0 0 12 06:45 1 8 3 0 1 0 0 0 0 0 0 0 0 0 0 13 07:00 0 12 8 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 1 45 16 1 1 0 0 0 0 0 0 0 0 0 0 64 07:15 0 30 10 2 0 0 0 0 0 0 0 0 0 0 0 42 07:30 0 55 16 3 1 0 0 0 0 0 0 0 0 0 0 75 07:45 0 37 9 0 0 0 0 0 0 0 0 0 0 0 0 46 08:00 0 43 18 0 0 0 0 1 1 0 0 0 0 0 0 63 -----------------------------------------------------------------------------------------------------------Hour Total 0 165 53 5 1 0 0 1 1 0 0 0 0 0 0 226 08:15 08:30 08:45 09:00

0 0 0 0

34 73 49 42

12 19 14 20

0 0 1 2

0 3 1 1

1 0 0 1

0 0 0 0

47 95 65 66

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 198 65 3 5 2 0 0 0 0 0 0 0 0 0 273 09:15 0 21 10 0 2 1 0 1 0 0 0 0 0 0 0 35 09:30 0 15 10 0 1 0 0 1 0 0 0 0 0 0 0 27 09:45 0 23 6 0 2 0 0 1 0 0 0 0 0 0 0 32 10:00 0 26 8 0 0 1 0 0 0 0 0 0 0 0 0 35 -----------------------------------------------------------------------------------------------------------Hour Total 0 85 34 0 5 2 0 3 0 0 0 0 0 0 0 129 10:15 0 24 12 0 1 0 0 0 0 0 0 0 0 0 0 37 10:30 0 24 15 0 0 0 0 1 0 0 0 0 0 0 0 40 10:45 0 33 8 0 0 1 0 1 0 0 0 0 0 0 0 43 11:00 2 28 9 0 1 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 2 109 44 0 2 1 0 2 0 0 0 0 0 0 0 160 11:15 1 18 9 0 0 0 0 0 1 0 0 0 0 0 0 29 11:30 0 24 13 0 0 1 0 1 0 0 0 0 0 0 0 39 11:45 0 26 14 0 0 0 0 0 0 0 0 0 0 0 0 40 12:00 0 35 11 0 0 1 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 1 103 47 0 0 2 0 1 1 0 0 0 0 0 0 155 12:15 1 43 12 0 4 0 0 0 0 0 0 0 0 0 0 60 12:30 0 43 6 0 0 0 0 0 0 0 0 0 0 0 0 49 12:45 0 59 8 0 1 0 0 0 0 0 0 0 0 0 0 68 13:00 0 56 15 0 0 0 0 0 0 0 0 0 0 0 0 71 -----------------------------------------------------------------------------------------------------------Hour Total 1 201 41 0 5 0 0 0 0 0 0 0 0 0 0 248 13:15 0 57 20 0 0 0 0 0 0 0 0 0 0 0 0 77 13:30 0 41 15 0 1 2 0 1 0 0 0 0 0 0 0 60 13:45 0 59 24 2 1 1 0 0 1 0 1 0 0 0 0 89 14:00 0 59 26 0 2 2 0 0 0 0 0 0 0 0 0 89 -----------------------------------------------------------------------------------------------------------Hour Total 0 216 85 2 4 5 0 1 1 0 1 0 0 0 0 315 14:15 2 60 25 0 0 0 0 1 0 0 0 0 0 0 0 88 14:30 0 64 17 0 1 0 0 0 0 0 0 0 0 0 0 82 14:45 1 64 29 1 0 2 0 0 0 0 0 0 0 0 0 97 15:00 0 66 23 1 2 1 0 1 0 0 0 0 0 0 0 94 -----------------------------------------------------------------------------------------------------------Hour Total 3 254 94 2 3 3 0 2 0 0 0 0 0 0 0 361 15:15 1 75 15 0 1 1 0 0 0 0 0 0 0 0 0 93 15:30 0 64 19 1 1 2 0 1 0 0 0 0 0 0 0 88 15:45 0 48 18 2 2 2 0 0 0 0 0 0 0 0 0 72 16:00 0 47 15 0 2 1 0 0 0 0 0 0 0 0 0 65 -----------------------------------------------------------------------------------------------------------Hour Total 1 234 67 3 6 6 0 1 0 0 0 0 0 0 0 318 16:15 1 41 17 0 0 0 0 0 0 0 0 0 0 0 0 59 16:30 0 49 20 0 1 0 0 0 0 0 0 0 0 0 0 70 16:45 0 54 9 0 2 0 0 1 0 0 0 0 0 0 0 66 17:00 1 60 18 0 0 0 0 0 0 0 0 0 0 0 0 79 -----------------------------------------------------------------------------------------------------------Hour Total 2 204 64 0 3 0 0 1 0 0 0 0 0 0 0 274

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/24/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------17:15 0 67 20 0 0 0 0 0 0 0 0 0 0 0 0 87 17:30 1 60 20 0 2 0 0 0 0 0 0 0 0 0 0 83 17:45 0 69 17 0 0 0 0 0 0 0 0 0 0 0 0 86 18:00 0 67 15 0 0 0 0 0 0 0 0 0 0 0 0 82 -----------------------------------------------------------------------------------------------------------Hour Total 1 263 72 0 2 0 0 0 0 0 0 0 0 0 0 338 18:15 0 56 17 0 0 0 0 1 0 0 0 0 0 0 0 74 18:30 0 55 14 0 1 0 0 0 0 0 0 0 0 0 0 70 18:45 0 42 13 0 1 0 0 0 0 0 0 0 0 0 0 56 19:00 0 51 20 0 0 0 0 0 0 0 0 0 0 0 0 71 -----------------------------------------------------------------------------------------------------------Hour Total 0 204 64 0 2 0 0 1 0 0 0 0 0 0 0 271 19:15 0 29 5 0 0 0 0 0 0 0 0 0 0 0 0 34 19:30 0 26 5 0 0 0 0 0 0 0 0 0 0 0 0 31 19:45 0 32 8 0 0 0 0 0 0 0 0 0 0 0 0 40 20:00 3 31 11 0 0 0 0 0 0 0 0 0 0 0 0 45 -----------------------------------------------------------------------------------------------------------Hour Total 3 118 29 0 0 0 0 0 0 0 0 0 0 0 0 150 20:15 0 20 7 0 0 0 0 0 0 0 0 0 0 0 0 27 20:30 1 19 3 0 0 0 0 0 0 0 0 0 0 0 0 23 20:45 0 13 5 0 0 0 0 0 0 0 0 0 0 0 0 18 21:00 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 1 64 17 0 0 0 0 0 0 0 0 0 0 0 0 82 21:15 0 9 4 0 1 0 0 0 0 0 0 0 0 0 0 14 21:30 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 21:45 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 22:00 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 36 6 0 1 0 0 0 0 0 0 0 0 0 0 43 22:15 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 22:30 1 13 0 0 0 0 0 0 0 0 0 0 0 0 0 14 22:45 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 23:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 1 37 5 0 0 0 0 0 0 0 0 0 0 0 0 43 23:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:30 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 6 23:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 24:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 1 16 0 0 0 0 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------DAY TOTAL 18 2578 807 16 41 21 0 13 3 0 1 0 0 0 0 3498 PERCENTS 0.6% 73.7% 23.1% 0.5% 1.2% 0.6% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks

10:30 08:00 08:15 06:45 08:30 08:15 3 199 65 5 7 2

09:00 07:15 3 1

PM Times PM Peaks

19:45 14:30 14:00 15:00 15:00 14:45 4 269 97 4 6 6

13:30 13:00 2 1

08:15 273 13:00 1

14:45 372

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 01:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 05:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:45 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 4 0 0 0 0 0 0 0 0 0 0 0 0 13 06:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 06:30 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 06:45 1 3 5 0 1 0 0 0 0 0 0 0 0 0 0 10 07:00 0 11 7 0 1 0 0 0 0 0 1 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 1 29 14 0 2 0 0 0 0 0 1 0 0 0 0 47 07:15 0 27 8 1 0 2 0 0 0 0 0 0 0 0 0 38 07:30 0 52 14 5 0 1 0 0 0 0 0 0 0 0 0 72 07:45 0 43 12 0 0 0 0 0 0 0 0 0 0 0 0 55 08:00 0 34 17 0 0 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 156 51 6 0 3 0 0 0 0 0 0 0 0 0 216 08:15 08:30 08:45 09:00

0 0 0 0

54 68 44 34

17 17 13 17

0 0 1 2

1 0 1 1

0 0 2 0

0 0 0 0

0 0 1 0

0 0 0 0

72 85 62 54

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 200 64 3 3 2 0 0 0 0 1 0 0 0 0 273 09:15 0 35 10 0 2 2 0 0 1 0 0 0 0 0 0 50 09:30 0 23 8 0 0 0 0 0 0 0 0 0 0 0 0 31 09:45 0 21 10 0 1 0 0 0 0 0 0 0 0 0 0 32 10:00 0 24 12 0 1 1 0 1 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 0 103 40 0 4 3 0 1 1 0 0 0 0 0 0 152 10:15 0 27 11 0 2 0 0 0 0 0 0 0 0 0 0 40 10:30 2 19 12 0 0 0 0 0 0 0 0 0 0 0 0 33 10:45 0 10 11 0 1 0 0 0 0 0 0 0 0 0 0 22 11:00 0 13 12 0 0 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 2 69 46 0 3 0 0 0 0 0 0 0 0 0 0 120 11:15 0 29 8 0 0 2 0 0 0 0 0 0 0 0 0 39 11:30 2 29 16 0 0 1 0 0 0 0 0 0 0 0 0 48 11:45 0 28 17 0 0 1 0 0 0 0 0 0 0 0 0 46 12:00 0 26 17 0 0 1 0 0 0 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 2 112 58 0 0 5 0 0 0 0 0 0 0 0 0 177 12:15 0 27 9 0 0 0 0 0 1 0 0 0 0 0 0 37 12:30 0 36 21 0 1 0 0 0 0 0 0 0 0 0 0 58 12:45 1 42 18 0 0 0 0 0 0 0 0 0 0 0 0 61 13:00 0 29 18 0 1 0 0 0 0 0 0 0 0 0 0 48 -----------------------------------------------------------------------------------------------------------Hour Total 1 134 66 0 2 0 0 0 1 0 0 0 0 0 0 204 13:15 0 29 14 0 3 0 0 0 0 0 0 0 0 0 0 46 13:30 0 36 9 0 0 0 0 0 0 0 0 0 0 0 0 45 13:45 0 32 11 0 0 1 0 0 0 0 0 0 0 0 0 44 14:00 0 35 16 0 0 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 132 50 0 3 1 0 0 0 0 0 0 0 0 0 186 14:15 0 30 11 0 1 0 0 0 0 0 0 0 0 0 0 42 14:30 1 42 22 0 1 0 0 0 0 0 0 0 0 0 0 66 14:45 0 38 19 2 0 0 0 0 0 0 0 0 0 0 0 59 15:00 0 26 13 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 1 136 65 2 2 0 0 0 0 0 0 0 0 0 0 206 15:15 0 38 15 0 0 0 0 0 0 0 0 0 0 0 0 53 15:30 0 31 19 0 1 0 0 0 0 0 0 0 0 0 0 51 15:45 0 55 23 2 1 0 0 0 0 0 0 0 0 0 0 81 16:00 0 50 16 1 0 1 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 0 174 73 3 2 1 0 0 0 0 0 0 0 0 0 253 16:15 0 55 13 0 1 3 0 0 0 0 1 0 0 0 0 73 16:30 0 44 21 1 2 0 0 0 0 0 0 0 0 0 0 68 16:45 1 49 15 0 1 0 0 1 0 0 0 0 0 0 0 67 17:00 0 66 23 0 3 1 0 1 0 0 0 0 0 0 0 94 -----------------------------------------------------------------------------------------------------------Hour Total 1 214 72 1 7 4 0 2 0 0 1 0 0 0 0 302

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/25/2016 Station #: Site 1C Site ID: 000000003561 Location: Solana Road SB Direction: SOUTH Lane: 1 TIME

Page:

File: D0823001.prn City: 16-221 AW Max County: 30.21299, -81.40874

Total

-----------------------------------------------------------------------------------------------------------17:15 0 70 17 0 0 0 0 0 0 0 0 0 0 0 0 87 17:30 0 66 17 0 2 0 0 0 0 0 0 0 0 0 0 85 17:45 0 74 23 0 1 0 0 0 0 0 0 0 0 0 0 98 18:00 1 56 11 0 0 0 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 1 266 68 0 3 0 0 0 0 0 0 0 0 0 0 338 18:15 1 63 11 0 0 0 0 0 0 0 0 0 0 0 0 75 18:30 1 51 15 0 0 0 0 0 0 0 0 0 0 0 0 67 18:45 0 47 14 0 0 0 0 0 0 0 1 0 0 0 0 62 19:00 0 36 10 0 0 0 0 0 0 0 0 0 0 0 0 46 -----------------------------------------------------------------------------------------------------------Hour Total 2 197 50 0 0 0 0 0 0 0 1 0 0 0 0 250 19:15 0 48 10 0 0 0 0 0 0 0 0 0 0 0 0 58 19:30 1 43 10 0 0 0 0 0 0 0 0 0 0 0 0 54 19:45 0 35 9 0 0 0 0 0 0 0 0 0 0 0 0 44 20:00 1 22 10 0 0 0 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 2 148 39 0 0 0 0 0 0 0 0 0 0 0 0 189 20:15 0 21 2 0 0 0 0 0 0 0 0 0 0 0 0 23 20:30 0 26 4 0 0 0 0 0 0 0 0 0 0 0 0 30 20:45 0 29 3 0 0 0 0 0 0 0 0 0 0 0 0 32 21:00 0 16 7 0 0 0 0 0 1 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------Hour Total 0 92 16 0 0 0 0 0 1 0 0 0 0 0 0 109 21:15 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 21:30 0 9 4 0 0 0 0 0 0 0 0 0 0 0 0 13 21:45 3 17 3 0 0 0 0 0 0 0 0 0 0 0 0 23 22:00 1 8 2 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 4 54 10 0 0 0 0 0 0 0 0 0 0 0 0 68 22:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 22:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:45 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 23:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 22 4 0 0 0 0 0 0 0 0 0 0 0 0 26 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 23:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 24:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 1 7 1 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------DAY TOTAL 18 2271 800 15 31 19 0 3 3 0 4 0 0 0 0 3164 PERCENTS 0.6% 71.8% 25.3% 0.5% 1.0% 0.7% 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.6% Trucks & Buses 2.3% AM Times AM Peaks

09:45 08:00 08:00 06:45 08:30 11:15 2 200 64 6 4 5

09:15 08:30 1 1

06:15 1

08:15 273

PM Times PM Peaks

21:15 17:00 17:00 15:45 16:15 15:30 4 276 80 4 7 4

16:15 12:15 2 1

15:30 1

17:00 364

=================================================================================================================== GRAND TOTAL 48 2421 114 1 7 5 1 0 7176 45 57 23 0 0 0 9898 PERCENTS 0.5% 72.5% 24.5% 0.5% 1.2% 0.6% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 01:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 1 0 0 0 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 05:15 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 05:45 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3 06:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 6 0 2 0 0 0 0 0 0 0 0 0 0 15 06:15 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 06:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 06:45 0 7 7 0 1 1 0 0 0 0 0 0 0 0 0 16 07:00 0 5 3 1 1 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 19 14 1 2 1 0 0 0 0 0 0 0 0 0 37 07:15 0 9 6 0 0 1 0 0 0 0 0 0 0 0 0 16 07:30 0 21 8 0 1 0 0 0 0 0 0 0 0 0 0 30 07:45 0 24 9 2 2 1 0 0 0 0 0 0 0 0 0 38 08:00 0 36 8 0 0 0 0 0 0 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 0 90 31 2 3 2 0 0 0 0 0 0 0 0 0 128 08:15 08:30 08:45 09:00

0 1 0 0

21 41 51 33

6 12 7 12

0 0 1 0

0 0 0 0

0 0 1 0

0 0 0 0

27 54 60 45

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 146 37 1 0 1 0 0 0 0 0 0 0 0 0 186 09:15 0 23 13 2 2 0 0 0 0 0 0 0 0 0 0 40 09:30 0 20 5 0 1 1 0 0 0 0 0 0 0 0 0 27 09:45 1 14 10 0 0 0 0 1 0 0 0 0 0 0 0 26 10:00 0 19 4 0 0 0 0 0 0 0 0 0 0 0 0 23 -----------------------------------------------------------------------------------------------------------Hour Total 1 76 32 2 3 1 0 1 0 0 0 0 0 0 0 116 10:15 0 11 4 0 1 0 0 0 0 0 0 0 0 0 0 16 10:30 0 16 4 0 1 0 0 1 0 0 0 0 0 0 0 22 10:45 0 14 2 0 1 0 0 0 0 0 0 0 0 0 0 17 11:00 0 25 7 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 0 66 17 0 3 0 0 1 0 0 0 0 0 0 0 87 11:15 0 12 7 0 0 0 0 0 0 1 0 0 0 0 0 20 11:30 0 17 9 0 0 0 0 0 0 0 0 0 0 0 0 26 11:45 0 19 10 0 0 1 0 0 1 0 0 0 0 0 0 31 12:00 0 15 5 0 0 2 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 0 63 31 0 0 3 0 0 1 1 0 0 0 0 0 99 12:15 0 13 5 0 1 0 0 1 0 0 0 0 0 0 0 20 12:30 0 17 7 0 2 0 0 0 0 0 0 0 0 0 0 26 12:45 0 15 6 0 1 5 0 0 0 0 0 0 0 0 0 27 13:00 0 13 8 0 1 1 0 0 0 0 0 0 0 0 0 23 -----------------------------------------------------------------------------------------------------------Hour Total 0 58 26 0 5 6 0 1 0 0 0 0 0 0 0 96 13:15 0 23 5 0 0 1 0 0 0 0 0 0 0 0 0 29 13:30 0 28 13 0 2 0 0 0 0 0 0 0 0 0 0 43 13:45 0 12 10 0 0 1 0 0 0 0 0 0 0 0 0 23 14:00 0 18 6 0 1 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 0 81 34 0 3 2 0 0 0 0 0 0 0 0 0 120 14:15 0 18 5 0 0 0 0 0 0 0 0 0 0 0 0 23 14:30 0 22 21 1 1 1 0 0 1 0 0 0 0 0 0 47 14:45 0 24 8 0 0 0 0 0 0 0 0 0 0 0 0 32 15:00 0 21 6 0 2 1 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 0 85 40 1 3 2 0 0 1 0 0 0 0 0 0 132 15:15 0 29 12 2 1 0 0 0 0 0 0 0 0 0 0 44 15:30 0 39 7 0 0 0 0 0 0 0 0 0 0 0 0 46 15:45 0 43 16 1 1 0 0 0 1 0 0 0 0 0 0 62 16:00 0 31 10 0 0 0 0 0 1 0 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 0 142 45 3 2 0 0 0 2 0 0 0 0 0 0 194 16:15 0 21 12 0 1 0 0 0 0 0 0 0 0 0 0 34 16:30 0 37 9 0 0 0 0 0 0 0 0 0 0 0 0 46 16:45 0 24 13 0 1 0 0 0 0 0 0 0 0 0 0 38 17:00 0 36 12 1 0 0 0 1 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 0 118 46 1 2 0 0 1 0 0 0 0 0 0 0 168

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------17:15 0 33 15 0 0 1 0 0 0 0 0 0 0 0 0 49 17:30 1 35 9 0 3 0 0 0 0 0 0 0 0 0 0 48 17:45 0 40 14 0 0 1 0 0 0 0 0 0 0 0 0 55 18:00 0 45 10 0 0 0 0 0 0 0 0 0 0 0 0 55 -----------------------------------------------------------------------------------------------------------Hour Total 1 153 48 0 3 2 0 0 0 0 0 0 0 0 0 207 18:15 0 40 11 0 0 0 0 0 0 0 0 0 0 0 0 51 18:30 0 35 11 0 0 0 0 1 0 0 0 0 0 0 0 47 18:45 0 24 9 0 0 0 0 0 0 1 0 0 0 0 0 34 19:00 0 23 3 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 122 34 0 0 0 0 1 0 1 0 0 0 0 0 158 19:15 0 15 8 0 0 0 0 1 0 0 0 0 0 0 0 24 19:30 0 18 5 0 0 0 0 1 0 0 0 0 0 0 0 24 19:45 0 14 3 0 1 0 0 0 0 0 0 0 0 0 0 18 20:00 0 23 3 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 70 19 0 1 0 0 2 0 0 0 0 0 0 0 92 20:15 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 20:30 0 19 6 0 0 0 0 0 0 0 0 0 0 0 0 25 20:45 0 22 3 0 0 0 0 0 0 0 0 0 0 0 0 25 21:00 0 9 4 0 0 0 0 1 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 64 15 0 0 0 0 1 0 0 0 0 0 0 0 80 21:15 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 21:30 0 9 4 0 0 0 0 0 0 0 0 0 0 0 0 13 21:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 22:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 28 7 0 0 0 0 0 0 0 0 0 0 0 0 35 22:15 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 22:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:45 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 6 23:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 1 14 6 0 0 0 0 0 0 0 0 0 0 0 0 21 23:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 24:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 2 0 0 0 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------DAY TOTAL 4 1429 494 11 32 20 0 9 4 2 0 0 0 0 0 2005 PERCENTS 0.2% 71.3% 24.7% 0.6% 1.6% 1.0% 0.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.1% Trucks & Buses 3.8% AM Times AM Peaks

07:45 08:00 08:30 07:00 07:00 11:15 1 149 44 3 4 3

09:45 11:00 10:30 2 1 1

08:30 199

PM Times PM Peaks

16:45 17:30 17:00 14:30 12:15 12:30 1 160 50 3 5 7

18:30 15:15 18:00 2 2 1

17:30 209

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:45 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 10 01:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 0 12 3 0 0 0 0 0 0 0 0 0 0 0 0 15 -----------------------------------------------------------------------------------------------------------Hour Total 0 17 6 0 0 0 0 0 0 0 0 0 0 0 0 23 06:15 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 06:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 06:45 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 0 6 6 1 1 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 19 12 1 1 0 0 0 0 0 0 0 0 0 0 33 07:15 0 11 3 0 0 1 0 0 0 0 0 0 0 0 0 15 07:30 0 24 10 0 0 0 0 0 0 0 0 0 0 0 0 34 07:45 0 55 11 1 0 0 0 0 0 0 0 0 0 0 0 67 08:00 0 30 9 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 0 120 33 1 0 1 0 0 0 0 0 0 0 0 0 155 08:15 08:30 08:45 09:00

0 1 0 1

14 37 61 26

7 8 12 9

0 0 0 1

0 0 1 1

0 1 2 0

0 0 0 0

1 0 0 0

0 0 0 0

22 47 76 38

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 138 36 1 2 3 0 1 0 0 0 0 0 0 0 183 09:15 0 18 4 1 1 1 0 0 0 0 0 0 0 0 0 25 09:30 1 12 4 0 1 2 0 0 0 0 0 0 0 0 0 20 09:45 0 16 7 0 0 1 0 1 0 0 0 0 0 0 0 25 10:00 1 16 6 0 1 0 0 0 0 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------Hour Total 2 62 21 1 3 4 0 1 0 0 0 0 0 0 0 94 10:15 0 13 11 0 0 1 0 0 0 0 0 0 0 0 0 25 10:30 2 17 6 0 1 0 0 1 0 0 0 0 0 0 0 27 10:45 0 14 7 0 0 2 0 0 0 0 0 0 0 0 0 23 11:00 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------Hour Total 2 58 26 0 1 3 0 1 0 0 0 0 0 0 0 91 11:15 0 27 8 0 0 1 0 1 0 0 0 0 0 0 0 37 11:30 0 17 8 0 0 1 0 0 0 0 0 0 0 0 0 26 11:45 0 18 6 0 0 0 0 0 0 0 0 0 0 0 0 24 12:00 0 8 4 0 1 1 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 70 26 0 1 3 0 1 0 0 0 0 0 0 0 101 12:15 1 17 6 0 1 3 0 1 0 0 0 0 2 0 0 31 12:30 0 12 10 0 0 1 0 0 0 0 0 0 0 0 0 23 12:45 0 11 9 1 0 0 0 0 0 0 0 0 0 0 0 21 13:00 0 15 10 0 2 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 1 55 35 1 3 4 0 1 0 0 0 0 2 0 0 102 13:15 0 28 9 0 1 2 0 0 0 0 0 0 0 0 0 40 13:30 0 27 7 1 1 1 0 0 0 0 0 0 0 0 0 37 13:45 0 28 6 0 1 1 0 0 0 0 0 0 0 0 0 36 14:00 0 23 9 0 0 0 0 1 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 0 106 31 1 3 4 0 1 0 0 0 0 0 0 0 146 14:15 0 21 9 1 1 0 0 0 0 0 0 0 0 0 0 32 14:30 0 38 11 1 0 3 0 0 0 0 0 0 0 0 0 53 14:45 0 12 18 1 1 0 0 1 1 0 0 0 0 0 0 34 15:00 0 27 13 0 0 2 0 0 0 0 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 0 98 51 3 2 5 0 1 1 0 0 0 0 0 0 161 15:15 0 29 13 0 0 1 0 0 0 0 0 0 0 0 0 43 15:30 0 24 6 0 0 2 0 0 0 0 0 0 0 0 0 32 15:45 0 22 11 2 0 0 0 0 0 0 0 0 0 0 0 35 16:00 0 19 10 0 1 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 0 94 40 2 1 3 0 0 0 0 0 0 0 0 0 140 16:15 0 15 9 0 2 0 0 0 0 0 0 0 0 0 0 26 16:30 0 36 17 0 1 0 0 0 0 0 0 0 0 0 0 54 16:45 0 19 8 0 0 0 0 0 0 0 0 0 0 0 0 27 17:00 0 34 23 0 0 0 0 0 0 0 0 0 0 0 0 57 -----------------------------------------------------------------------------------------------------------Hour Total 0 104 57 0 3 0 0 0 0 0 0 0 0 0 0 164

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------17:15 0 29 16 0 0 1 0 0 0 0 0 0 0 0 0 46 17:30 0 44 12 0 0 0 0 0 0 0 0 0 0 0 0 56 17:45 0 36 11 0 0 0 0 1 0 0 0 0 0 0 0 48 18:00 0 35 11 0 1 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 0 144 50 0 1 1 0 1 0 0 0 0 0 0 0 197 18:15 0 35 5 0 0 0 0 0 0 0 0 0 0 0 0 40 18:30 0 33 10 0 0 0 0 0 0 0 0 0 0 0 0 43 18:45 0 31 15 0 0 0 0 0 0 0 0 0 0 0 0 46 19:00 0 16 12 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 115 42 0 0 0 0 0 0 0 0 0 0 0 0 157 19:15 0 13 6 0 0 0 0 0 0 0 0 0 0 0 0 19 19:30 0 10 4 0 0 0 0 1 0 0 0 0 0 0 0 15 19:45 0 28 6 0 1 0 0 0 0 0 0 0 0 0 0 35 20:00 0 22 5 0 0 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 73 21 0 1 0 0 1 0 0 0 0 0 0 0 96 20:15 0 11 6 0 0 0 0 0 0 0 0 0 0 0 0 17 20:30 1 20 4 0 0 0 0 0 0 0 0 0 0 0 0 25 20:45 0 18 8 0 0 0 0 0 0 0 0 0 0 0 0 26 21:00 0 28 8 0 0 0 0 1 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------Hour Total 1 77 26 0 0 0 0 1 0 0 0 0 0 0 0 105 21:15 0 11 5 0 0 0 0 0 0 0 0 0 0 0 0 16 21:30 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 21:45 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 22:00 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 37 8 0 0 0 0 0 0 0 0 0 0 0 0 45 22:15 1 5 3 0 0 0 0 0 0 0 0 0 0 0 0 9 22:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 22:45 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 12 6 0 1 0 0 0 0 0 0 0 0 0 0 20 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:45 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 24:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------DAY TOTAL 10 1421 537 11 23 31 0 10 1 0 0 0 2 0 0 2046 PERCENTS 0.5% 69.5% 26.3% 0.6% 1.2% 1.5% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.1% Trucks & Buses 3.8% AM Times AM Peaks

09:45 08:00 07:30 07:00 08:45 08:45 3 142 37 2 4 5

09:45 2

08:30 186

PM Times PM Peaks

12:15 17:30 16:30 14:00 13:00 14:30 1 150 64 3 5 6

14:00 14:00 2 1

12:15 2

17:00 207

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------00:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 01:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 05:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 14 6 0 0 0 0 0 0 0 0 0 0 0 0 20 06:15 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 06:30 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 06:45 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 07:00 0 4 7 1 1 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 30 15 1 1 0 0 0 0 0 0 0 0 0 0 47 07:15 0 9 4 1 0 0 0 0 0 0 0 0 0 0 0 14 07:30 0 12 12 0 0 0 0 0 0 0 0 0 0 0 0 24 07:45 0 36 12 1 0 0 0 0 0 0 0 0 0 0 0 49 08:00 0 30 7 0 0 1 0 0 0 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------Hour Total 0 87 35 2 0 1 0 0 0 0 0 0 0 0 0 125 08:15 08:30 08:45 09:00

0 1 3 2

30 47 49 46

6 10 17 11

0 0 1 1

0 0 2 0

1 0 0 1

0 0 1 0

0 0 0 0

0 0 1 1

0 0 1 0

0 0 0 0

0 0 0 1

0 0 0 0

37 58 75 63

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 6 172 44 2 2 2 1 0 2 1 0 1 0 0 0 233 09:15 0 11 16 1 1 0 0 0 0 0 0 0 0 0 0 29 09:30 0 12 5 0 0 2 0 2 0 0 0 0 0 0 0 21 09:45 1 20 8 0 0 0 0 0 0 0 0 0 0 0 0 29 10:00 1 11 3 0 0 2 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------Hour Total 2 54 32 1 1 4 0 2 0 0 0 0 0 0 0 96 10:15 1 9 5 0 0 0 0 0 0 0 0 0 0 0 0 15 10:30 0 10 10 0 0 2 0 1 0 0 0 0 0 0 0 23 10:45 0 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 11:00 0 16 5 0 0 1 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 1 50 27 0 0 3 0 1 0 0 0 0 0 0 0 82 11:15 0 16 12 0 0 0 0 1 0 0 0 0 0 0 0 29 11:30 0 15 10 0 0 3 0 1 0 0 0 0 0 0 0 29 11:45 0 15 8 0 1 0 0 1 0 0 0 0 0 0 0 25 12:00 0 20 7 0 0 1 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 66 37 0 1 4 0 3 0 0 0 0 0 0 0 111 12:15 0 14 7 0 0 2 0 0 0 0 0 0 0 0 0 23 12:30 0 16 4 0 0 2 0 0 0 0 0 0 0 0 0 22 12:45 0 14 7 0 1 2 0 0 0 0 0 0 0 0 0 24 13:00 1 19 10 0 0 0 0 0 0 1 0 0 0 0 0 31 -----------------------------------------------------------------------------------------------------------Hour Total 1 63 28 0 1 6 0 0 0 1 0 0 0 0 0 100 13:15 0 12 10 0 0 0 0 0 0 0 0 0 0 0 0 22 13:30 0 23 4 0 1 0 0 0 0 0 0 0 0 0 0 28 13:45 0 27 10 0 2 2 0 0 1 0 0 0 0 0 0 42 14:00 0 20 6 0 1 1 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 82 30 0 4 3 0 0 1 0 0 0 0 0 0 120 14:15 0 28 11 0 1 0 0 0 0 0 0 0 0 0 0 40 14:30 0 32 10 1 1 1 0 1 1 0 0 0 0 0 0 47 14:45 0 19 5 0 0 2 0 0 0 0 0 0 0 0 0 26 15:00 0 20 10 0 0 2 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 0 99 36 1 2 5 0 1 1 0 0 0 0 0 0 145 15:15 0 20 13 1 0 1 0 0 0 0 0 0 0 0 0 35 15:30 0 36 14 1 0 1 0 0 1 0 0 0 0 0 0 53 15:45 0 32 9 1 0 2 0 0 0 0 0 0 0 0 0 44 16:00 0 28 17 0 0 0 0 0 0 0 0 0 0 0 0 45 -----------------------------------------------------------------------------------------------------------Hour Total 0 116 53 3 0 4 0 0 1 0 0 0 0 0 0 177 16:15 0 27 13 0 2 0 0 0 0 0 0 0 0 0 0 42 16:30 0 28 16 1 0 0 0 1 0 0 0 0 0 0 0 46 16:45 0 24 13 0 1 0 0 0 0 0 0 0 0 0 0 38 17:00 0 33 13 1 0 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 0 112 55 2 3 0 0 1 0 0 0 0 0 0 0 173

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2A Site ID: 000000001269 Location: S. Rsocoe Blvd. NB (EB) Direction: NORTH Lane: 1 TIME

Page:

File: D0816014.prn City: 16-221 AW Max County: 30.13415, -81.38200

Total

-----------------------------------------------------------------------------------------------------------17:15 0 40 12 0 0 0 0 0 0 0 0 0 0 0 0 52 17:30 0 58 15 0 0 0 0 0 0 0 0 0 0 0 0 73 17:45 0 40 11 0 2 0 0 1 0 0 0 0 0 0 0 54 18:00 0 40 12 0 0 0 0 1 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 0 178 50 0 2 0 0 2 0 0 0 0 0 0 0 232 18:15 0 31 10 0 0 0 0 0 0 0 0 0 0 0 0 41 18:30 0 31 16 0 1 0 0 1 0 0 0 0 0 0 0 49 18:45 3 35 7 0 0 0 0 0 0 0 0 0 0 0 0 45 19:00 0 26 7 0 0 0 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 3 123 40 0 1 0 0 1 0 0 0 0 0 0 0 168 19:15 0 25 3 0 1 0 0 0 0 0 0 0 0 0 0 29 19:30 0 13 8 0 0 0 0 2 0 0 0 0 0 0 0 23 19:45 0 20 3 0 0 0 0 0 0 0 0 0 0 0 0 23 20:00 0 17 3 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 75 17 0 1 0 0 2 0 0 0 0 0 0 0 95 20:15 0 26 15 0 0 0 0 0 0 0 0 0 0 0 0 41 20:30 0 24 1 0 1 0 0 0 0 0 0 0 0 0 0 26 20:45 0 21 2 0 1 0 0 1 0 0 0 0 0 0 0 25 21:00 0 14 4 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 0 85 22 0 2 0 0 1 0 0 0 0 0 0 0 110 21:15 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 21:30 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 21:45 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 22:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 26 6 0 0 0 0 0 0 0 0 0 0 0 0 32 22:15 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 10 22:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 22:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 1 18 4 0 0 0 0 0 0 0 0 0 0 0 0 23 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 24:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------DAY TOTAL 14 1472 541 12 21 32 1 14 5 2 0 1 0 0 0 2115 PERCENTS 0.7% 69.6% 25.6% 0.6% 1.0% 1.6% 0.1% 0.6% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 95.8% Trucks & Buses 4.1% AM Times AM Peaks

08:15 08:15 08:30 07:00 08:30 09:15 08:00 11:00 08:15 08:00 6 172 54 3 3 4 1 3 2 1

PM Times PM Peaks

18:00 17:15 16:00 15:00 13:30 12:15 3 178 59 3 5 6

17:45 13:45 12:15 3 2 1

08:15 1

08:15 233 17:15 232

=================================================================================================================== GRAND TOTAL 28 1572 76 1 10 0 2 0 4322 34 83 33 4 1 0 6166 PERCENTS 0.5% 70.1% 25.5% 0.6% 1.3% 1.4% 0.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------00:15 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 00:30 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 00:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 01:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 4 04:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 05:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 1 0 0 1 0 0 0 0 0 0 0 0 0 20 05:15 0 5 1 1 0 0 0 0 1 0 0 0 0 0 0 8 05:30 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 05:45 0 13 6 0 0 0 0 0 0 0 0 0 0 0 0 19 06:00 0 13 7 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 43 19 1 0 0 0 0 2 0 0 0 0 0 0 65 06:15 0 21 5 0 0 0 0 0 0 0 0 0 0 0 0 26 06:30 1 34 7 1 1 0 0 0 0 0 0 0 0 0 0 44 06:45 0 38 8 0 0 0 0 0 0 0 0 0 0 0 0 46 07:00 0 63 17 0 1 0 0 0 0 0 0 0 0 0 0 81 -----------------------------------------------------------------------------------------------------------Hour Total 1 156 37 1 2 0 0 0 0 0 0 0 0 0 0 197 07:15 0 79 26 1 1 1 0 0 2 0 0 0 0 0 0 110 07:30 0 102 28 0 2 1 0 0 0 0 0 0 0 0 0 133 07:45 0 107 32 8 3 0 0 1 0 0 0 0 0 0 0 151 08:00 0 112 29 0 0 1 0 0 1 0 0 0 0 0 0 143 -----------------------------------------------------------------------------------------------------------Hour Total 0 400 115 9 6 3 0 1 3 0 0 0 0 0 0 537 08:15 08:30 08:45 09:00

1 1 0 0

176 233 230 237

42 61 52 47

2 1 2 6

0 1 2 0

2 4 0 0

0 0 0 0

0 1 0 0

0 0 0 0

223 302 286 290

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 876 202 11 3 6 0 1 0 0 0 0 0 0 0 1101 09:15 0 99 45 9 4 1 1 1 0 0 0 0 0 0 0 160 09:30 0 66 30 1 1 2 0 0 0 0 0 0 0 0 0 100 09:45 0 79 28 0 3 1 0 1 3 0 0 0 0 0 0 115 10:00 0 69 19 0 2 2 0 1 0 0 0 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 0 313 122 10 10 6 1 3 3 0 0 0 0 0 0 468 10:15 0 61 16 1 4 1 0 1 1 0 0 0 0 0 0 85 10:30 0 62 28 0 0 0 0 0 2 0 0 0 0 0 0 92 10:45 0 97 31 2 3 1 1 1 3 0 0 0 0 0 0 139 11:00 0 82 32 0 1 3 0 0 2 0 0 0 0 0 0 120 -----------------------------------------------------------------------------------------------------------Hour Total 0 302 107 3 8 5 1 2 8 0 0 0 0 0 0 436 11:15 0 77 38 1 3 1 0 1 0 0 0 0 0 0 0 121 11:30 0 86 26 0 2 1 0 1 0 0 0 0 0 0 0 116 11:45 0 98 24 0 3 3 0 1 0 0 0 0 0 0 0 129 12:00 0 86 27 0 0 0 0 0 0 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 0 347 115 1 8 5 0 3 0 0 0 0 0 0 0 479 12:15 0 111 35 1 2 2 1 0 0 0 0 0 0 0 0 152 12:30 1 78 33 1 1 1 0 0 0 0 0 0 0 0 0 115 12:45 1 102 19 1 3 3 0 0 2 0 0 0 0 0 0 131 13:00 1 91 33 0 2 3 0 0 3 0 0 0 0 0 0 133 -----------------------------------------------------------------------------------------------------------Hour Total 3 382 120 3 8 9 1 0 5 0 0 0 0 0 0 531 13:15 0 110 34 0 2 0 0 0 0 0 0 0 0 0 0 146 13:30 0 83 26 0 1 1 0 1 0 0 0 0 0 0 0 112 13:45 2 89 23 0 0 3 1 0 0 0 0 0 0 0 0 118 14:00 0 90 26 0 3 4 0 1 1 0 0 0 0 0 0 125 -----------------------------------------------------------------------------------------------------------Hour Total 2 372 109 0 6 8 1 2 1 0 0 0 0 0 0 501 14:15 0 104 33 5 1 0 0 1 0 0 0 0 0 0 0 144 14:30 0 103 36 0 2 1 0 0 3 0 0 0 0 0 0 145 14:45 0 112 29 2 2 1 0 1 0 0 0 0 0 0 0 147 15:00 1 108 29 0 4 2 1 2 0 0 0 0 0 0 0 147 -----------------------------------------------------------------------------------------------------------Hour Total 1 427 127 7 9 4 1 4 3 0 0 0 0 0 0 583 15:15 0 152 43 3 3 2 1 1 1 0 0 0 0 0 0 206 15:30 0 154 52 1 1 1 0 0 0 0 0 0 0 0 0 209 15:45 1 150 61 5 5 0 0 0 0 0 0 0 0 0 0 222 16:00 0 124 45 5 1 2 0 2 1 0 0 0 0 0 0 180 -----------------------------------------------------------------------------------------------------------Hour Total 1 580 201 14 10 5 1 3 2 0 0 0 0 0 0 817 16:15 1 154 61 2 3 0 0 1 0 0 0 0 0 0 0 222 16:30 2 146 32 1 3 1 0 1 0 0 0 0 0 0 0 186 16:45 0 157 35 2 4 1 0 1 0 0 0 0 0 0 0 200 17:00 0 160 50 6 3 2 0 2 0 0 0 0 0 0 0 223 -----------------------------------------------------------------------------------------------------------Hour Total 3 617 178 11 13 4 0 5 0 0 0 0 0 0 0 831

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------17:15 1 206 52 1 1 0 0 0 0 0 0 0 0 0 0 261 17:30 1 212 57 1 1 0 0 0 1 0 0 0 0 0 0 273 17:45 1 197 51 1 1 0 0 1 0 0 0 0 0 0 0 252 18:00 0 199 48 0 2 0 0 0 0 0 0 0 0 0 0 249 -----------------------------------------------------------------------------------------------------------Hour Total 3 814 208 3 5 0 0 1 1 0 0 0 0 0 0 1035 18:15 0 177 43 0 2 2 0 1 0 0 0 0 0 0 0 225 18:30 0 167 29 0 0 3 0 0 0 0 0 0 0 0 0 199 18:45 0 142 35 0 0 0 0 0 0 0 0 1 1 0 0 179 19:00 1 125 33 0 4 0 0 0 0 0 0 0 0 0 0 163 -----------------------------------------------------------------------------------------------------------Hour Total 1 611 140 0 6 5 0 1 0 0 0 1 1 0 0 766 19:15 0 88 20 0 0 0 0 0 0 0 0 0 0 0 0 108 19:30 1 81 31 0 1 0 0 0 0 0 0 0 0 0 0 114 19:45 0 82 25 0 0 0 0 0 0 0 0 0 0 0 0 107 20:00 4 72 16 0 0 0 0 0 0 0 0 0 0 0 0 92 -----------------------------------------------------------------------------------------------------------Hour Total 5 323 92 0 1 0 0 0 0 0 0 0 0 0 0 421 20:15 0 73 15 0 0 0 0 0 0 0 0 0 0 0 0 88 20:30 1 71 15 0 0 0 0 0 0 0 0 0 0 0 0 87 20:45 0 52 14 0 0 0 0 0 0 0 0 0 0 0 0 66 21:00 0 59 9 0 0 0 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 1 255 53 0 0 0 0 0 0 0 0 0 0 0 0 309 21:15 0 53 10 0 0 0 0 0 0 0 0 0 0 0 0 63 21:30 0 38 8 0 1 0 0 0 0 0 0 0 0 0 0 47 21:45 0 32 4 0 0 0 0 0 0 0 0 0 0 0 0 36 22:00 4 26 5 0 0 0 0 0 0 0 0 0 0 0 0 35 -----------------------------------------------------------------------------------------------------------Hour Total 4 149 27 0 1 0 0 0 0 0 0 0 0 0 0 181 22:15 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 22:30 0 26 6 0 0 0 0 0 0 0 0 0 0 0 0 32 22:45 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 23:00 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 70 13 0 0 0 0 0 1 0 0 0 0 0 0 84 23:15 0 20 2 0 0 0 0 0 0 0 0 0 0 0 0 22 23:30 0 9 6 0 0 0 0 1 0 0 0 0 0 0 0 16 23:45 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 12 24:00 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 44 13 0 0 0 0 1 0 0 0 0 0 0 0 58 -----------------------------------------------------------------------------------------------------------DAY TOTAL 27 7133 2007 74 96 61 6 27 29 0 0 1 1 0 0 9462 PERCENTS 0.3% 75.4% 21.3% 0.8% 1.1% 0.6% 0.0% 0.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.8% Trucks & Buses 3.1% AM Times AM Peaks

07:45 08:15 08:30 08:30 09:15 11:00 08:30 09:15 10:15 2 876 205 18 10 8 1 3 8

PM Times PM Peaks

19:15 17:15 15:30 15:15 15:00 12:15 14:30 16:00 12:15 5 814 219 14 13 9 2 5 5

08:15 1101 18:00 18:00 1 1

17:15 1035

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 00:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 00:45 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 17 4 0 0 0 0 0 0 0 0 0 0 0 0 21 01:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 14 02:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 02:30 0 3 1 0 1 0 0 0 0 0 0 0 0 0 0 5 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 2 0 1 0 0 0 0 0 0 0 0 0 0 10 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 05:15 0 4 1 1 0 0 0 0 0 0 0 0 0 0 0 6 05:30 0 13 6 0 0 1 0 0 0 0 0 0 0 0 0 20 05:45 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 06:00 0 32 8 0 0 0 0 1 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------Hour Total 0 57 16 1 0 1 0 1 0 0 0 0 0 0 0 76 06:15 0 33 8 0 0 0 0 0 0 0 0 0 0 0 0 41 06:30 0 32 8 1 1 1 0 0 0 0 0 0 0 0 0 43 06:45 0 41 11 0 0 1 0 0 1 0 0 0 0 0 0 54 07:00 1 49 14 0 0 1 0 1 2 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 1 155 41 1 1 3 0 1 3 0 0 0 0 0 0 206 07:15 1 84 24 1 0 0 0 0 0 0 0 0 0 0 0 110 07:30 0 87 47 0 2 0 0 0 0 0 0 0 0 0 0 136 07:45 0 115 27 8 0 0 0 0 0 0 0 0 0 0 0 150 08:00 0 108 26 0 0 2 0 0 0 0 0 0 0 0 0 136 -----------------------------------------------------------------------------------------------------------Hour Total 1 394 124 9 2 2 0 0 0 0 0 0 0 0 0 532 08:15 08:30 08:45 09:00

0 0 0 0

186 237 260 233

42 49 56 51

1 1 0 6

0 0 2 1

1 0 0 1

0 0 0 0

1 0 0 0

100

0 0 1 0

0 0 0 0

0 0 1 0

0 0 0 0

231 287 320 292

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 916 198 8 3 2 0 1 1 0 0 0 1 0 0 1130 09:15 0 94 27 8 1 2 0 1 0 0 0 0 0 0 0 133 09:30 0 72 28 0 3 3 0 0 0 0 0 0 0 0 0 106 09:45 0 73 18 0 3 0 0 0 0 0 0 0 0 0 0 94 10:00 0 66 27 0 1 1 0 1 1 0 0 0 0 0 0 97 -----------------------------------------------------------------------------------------------------------Hour Total 0 305 100 8 8 6 0 2 1 0 0 0 0 0 0 430 10:15 0 71 20 0 2 3 0 0 2 1 0 0 0 0 0 99 10:30 0 62 32 3 1 6 0 0 0 0 0 0 0 0 0 104 10:45 0 76 28 0 1 2 0 1 0 0 0 0 0 0 0 108 11:00 0 66 18 0 0 0 0 1 0 0 0 0 0 0 0 85 -----------------------------------------------------------------------------------------------------------Hour Total 0 275 98 3 4 11 0 2 2 1 0 0 0 0 0 396 11:15 0 67 32 1 1 3 0 0 0 0 0 0 0 0 0 104 11:30 0 83 27 0 0 4 1 0 0 0 0 0 0 0 0 115 11:45 0 87 25 1 3 2 0 2 0 0 0 0 0 0 0 120 12:00 0 75 22 0 3 1 0 0 0 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 0 312 106 2 7 10 1 2 0 0 0 0 0 0 0 440 12:15 0 100 21 0 0 2 0 0 1 0 0 0 0 0 0 124 12:30 0 105 25 0 2 3 1 1 0 0 0 0 0 0 0 137 12:45 0 80 35 1 0 3 0 0 0 0 0 0 0 0 0 119 13:00 0 89 41 0 2 2 1 0 2 0 0 0 0 0 0 137 -----------------------------------------------------------------------------------------------------------Hour Total 0 374 122 1 4 10 2 1 3 0 0 0 0 0 0 517 13:15 1 97 38 3 1 2 0 0 0 0 0 0 0 0 0 142 13:30 0 96 26 1 1 2 0 1 0 0 0 0 0 0 0 127 13:45 0 84 45 2 2 7 0 0 0 0 0 0 0 0 0 140 14:00 0 88 40 0 2 2 0 0 1 0 0 0 0 0 0 133 -----------------------------------------------------------------------------------------------------------Hour Total 1 365 149 6 6 13 0 1 1 0 0 0 0 0 0 542 14:15 0 132 39 3 4 3 0 2 0 0 0 0 0 0 0 183 14:30 1 139 45 1 1 2 0 0 0 0 1 0 0 0 0 190 14:45 1 104 37 5 2 3 0 1 0 0 0 0 0 0 0 153 15:00 0 112 32 5 1 0 0 0 0 0 0 0 0 0 0 150 -----------------------------------------------------------------------------------------------------------Hour Total 2 487 153 14 8 8 0 3 0 0 1 0 0 0 0 676 15:15 0 128 53 4 3 2 0 1 0 0 0 0 0 0 0 191 15:30 0 154 44 2 2 6 0 0 0 0 0 0 0 0 0 208 15:45 1 133 46 2 4 2 0 0 0 0 0 0 0 0 0 188 16:00 4 134 38 7 3 1 0 0 1 0 1 0 0 0 0 189 -----------------------------------------------------------------------------------------------------------Hour Total 5 549 181 15 12 11 0 1 1 0 1 0 0 0 0 776 16:15 0 160 41 2 2 2 0 0 0 0 1 0 0 0 0 208 16:30 0 162 52 0 3 1 0 0 0 0 0 0 0 0 0 218 16:45 0 156 61 0 1 1 0 1 0 0 0 0 0 0 0 220 17:00 0 177 44 0 1 0 0 0 0 0 0 0 0 0 0 222 -----------------------------------------------------------------------------------------------------------Hour Total 0 655 198 2 7 4 0 1 0 0 1 0 0 0 0 868

101

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------17:15 0 183 41 0 1 0 0 0 0 0 0 0 0 0 0 225 17:30 2 200 52 0 3 1 0 0 1 0 0 0 0 0 0 259 17:45 0 204 60 0 1 0 0 0 1 0 0 0 0 0 0 266 18:00 3 196 57 0 1 0 0 0 0 0 0 1 0 0 0 258 -----------------------------------------------------------------------------------------------------------Hour Total 5 783 210 0 6 1 0 0 2 0 0 1 0 0 0 1008 18:15 0 140 34 1 0 0 0 1 1 0 0 0 0 0 0 177 18:30 0 168 42 0 1 0 0 0 0 0 0 0 0 0 0 211 18:45 0 143 31 0 0 1 0 0 0 0 0 0 0 0 0 175 19:00 0 122 27 0 0 0 0 0 0 0 0 0 0 0 0 149 -----------------------------------------------------------------------------------------------------------Hour Total 0 573 134 1 1 1 0 1 1 0 0 0 0 0 0 712 19:15 1 101 27 0 1 0 0 1 0 0 0 0 0 0 0 131 19:30 0 96 18 0 1 0 0 0 0 0 0 0 0 0 0 115 19:45 0 96 15 0 0 0 0 1 0 0 0 0 0 0 0 112 20:00 0 84 12 0 1 0 0 0 0 0 0 0 0 0 0 97 -----------------------------------------------------------------------------------------------------------Hour Total 1 377 72 0 3 0 0 2 0 0 0 0 0 0 0 455 20:15 1 67 8 0 0 0 0 0 0 0 0 0 0 0 0 76 20:30 0 71 25 0 0 0 0 0 0 0 0 0 0 0 0 96 20:45 0 75 12 0 0 0 0 0 0 0 0 0 0 0 0 87 21:00 1 64 18 0 0 0 0 0 0 0 0 0 0 0 0 83 -----------------------------------------------------------------------------------------------------------Hour Total 2 277 63 0 0 0 0 0 0 0 0 0 0 0 0 342 21:15 0 53 10 0 0 0 0 0 0 0 0 0 0 0 0 63 21:30 0 50 4 0 0 0 0 0 0 0 0 0 0 0 0 54 21:45 0 40 13 0 0 0 0 0 0 0 0 0 0 0 0 53 22:00 0 29 8 0 0 0 0 0 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------Hour Total 0 172 35 0 0 0 0 0 0 0 0 0 0 0 0 207 22:15 0 23 4 0 0 0 0 0 0 0 0 0 0 0 0 27 22:30 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 22:45 0 22 5 0 0 0 0 0 0 0 0 0 0 0 0 27 23:00 0 15 1 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------Hour Total 0 78 13 0 0 0 0 0 0 0 0 0 0 0 0 91 23:15 0 11 3 0 0 0 0 0 0 0 0 0 0 0 0 14 23:30 0 14 3 0 0 0 0 0 0 0 0 0 0 0 0 17 23:45 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 24:00 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 41 9 0 0 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------DAY TOTAL 18 7199 2031 71 73 83 3 19 15 1 3 1 1 0 0 9518 PERCENTS 0.2% 75.7% 21.4% 0.8% 0.8% 0.9% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.1% Trucks & Buses 2.8% AM Times AM Peaks

06:30 08:15 08:15 08:30 09:30 10:00 10:45 11:00 06:15 09:30 2 916 198 15 9 12 1 3 3 1

PM Times PM Peaks

15:15 17:15 17:15 14:45 15:15 13:30 12:15 13:30 12:15 5 783 210 16 12 14 2 3 3

102

08:00 1 15:30 17:15 2 1

08:15 1130 17:15 1008

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 00:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 00:45 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 7 01:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 1 20 4 0 0 0 0 0 0 0 0 0 0 0 0 25 01:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 0 2 1 0 0 0 0 0 0 1 0 0 0 0 0 4 01:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 3 0 0 0 0 0 0 1 0 0 0 0 0 13 02:15 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 03:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 04:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:30 0 5 1 0 1 0 0 1 0 0 0 0 0 0 0 8 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 2 0 1 0 0 1 0 0 0 0 0 0 0 16 05:15 0 3 3 1 0 0 0 0 0 0 0 0 0 0 0 7 05:30 0 7 5 0 0 1 0 0 0 0 0 0 0 0 0 13 05:45 0 9 2 0 1 0 0 0 0 0 0 0 0 0 0 12 06:00 0 12 7 0 0 1 0 0 1 0 0 0 0 0 0 21 -----------------------------------------------------------------------------------------------------------Hour Total 0 31 17 1 1 2 0 0 1 0 0 0 0 0 0 53 06:15 0 42 14 0 0 0 0 0 0 0 0 0 0 0 0 56 06:30 0 31 5 1 1 1 0 0 0 0 0 0 0 0 0 39 06:45 0 30 16 1 0 2 0 1 0 0 0 0 0 0 0 50 07:00 0 41 16 0 2 0 0 0 0 0 0 0 0 0 0 59 -----------------------------------------------------------------------------------------------------------Hour Total 0 144 51 2 3 3 0 1 0 0 0 0 0 0 0 204 07:15 1 75 17 1 1 0 0 0 0 0 0 0 0 0 0 95 07:30 0 85 27 0 1 1 0 0 0 0 0 0 0 0 0 114 07:45 0 98 25 8 1 1 0 0 0 0 0 0 0 0 0 133 08:00 0 106 31 0 0 2 0 1 1 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 1 364 100 9 3 4 0 1 1 0 0 0 0 0 0 483 08:15 08:30 08:45 09:00

1 0 1 0

189 238 291 229

45 60 53 44

1 1 0 3

1 2 0 0

1 6 1 3

0 0 0 0

0 0 1 0

103

0 0 1 0

0 0 0 1

0 0 0 0

0 0 1 0

0 0 0 0

238 307 349 280

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 947 202 5 3 11 0 1 1 1 0 0 1 0 0 1174 09:15 0 122 30 11 6 2 0 0 0 0 0 0 0 0 0 171 09:30 1 87 22 0 2 3 0 0 1 0 0 0 0 0 0 116 09:45 0 87 27 1 1 3 0 2 1 0 0 0 0 0 0 122 10:00 0 80 19 0 1 2 0 0 0 0 0 0 0 0 0 102 -----------------------------------------------------------------------------------------------------------Hour Total 1 376 98 12 10 10 0 2 2 0 0 0 0 0 0 511 10:15 0 83 30 0 0 4 0 0 0 0 0 0 0 0 0 117 10:30 0 71 31 0 3 3 0 1 0 0 0 0 1 0 0 110 10:45 0 86 29 1 1 1 1 0 0 0 0 0 0 0 0 119 11:00 0 79 31 0 1 3 0 2 0 0 0 0 0 0 0 116 -----------------------------------------------------------------------------------------------------------Hour Total 0 319 121 1 5 11 1 3 0 0 0 0 1 0 0 462 11:15 0 80 26 0 1 5 0 0 1 0 0 0 0 0 0 113 11:30 0 90 26 0 4 6 0 2 0 0 0 0 0 0 0 128 11:45 1 74 29 0 1 2 0 0 3 0 0 0 0 0 0 110 12:00 1 84 32 0 3 4 0 1 0 0 0 0 0 0 0 125 -----------------------------------------------------------------------------------------------------------Hour Total 2 328 113 0 9 17 0 3 4 0 0 0 0 0 0 476 12:15 1 100 40 0 2 1 0 0 0 0 0 0 0 0 0 144 12:30 0 84 36 0 2 8 0 0 1 0 0 0 0 0 0 131 12:45 0 97 35 0 2 4 0 2 1 0 0 0 0 0 0 141 13:00 1 93 32 0 2 7 0 1 0 0 0 0 0 0 0 136 -----------------------------------------------------------------------------------------------------------Hour Total 2 374 143 0 8 20 0 3 2 0 0 0 0 0 0 552 13:15 1 97 35 0 2 1 0 0 0 0 0 0 0 0 0 136 13:30 0 91 30 0 1 3 0 1 0 0 0 0 0 0 0 126 13:45 1 87 30 0 2 6 0 1 0 0 0 0 0 0 0 127 14:00 0 87 36 0 3 3 0 0 0 0 0 0 0 0 0 129 -----------------------------------------------------------------------------------------------------------Hour Total 2 362 131 0 8 13 0 2 0 0 0 0 0 0 0 518 14:15 0 103 36 4 0 2 0 0 0 0 0 0 0 0 0 145 14:30 1 122 37 1 1 1 0 2 0 0 0 0 0 0 0 165 14:45 0 116 41 1 0 5 0 0 0 0 0 0 0 0 0 163 15:00 0 99 44 1 0 2 0 0 0 0 0 0 0 0 0 146 -----------------------------------------------------------------------------------------------------------Hour Total 1 440 158 7 1 10 0 2 0 0 0 0 0 0 0 619 15:15 0 155 52 4 1 4 0 0 1 0 0 0 0 0 0 217 15:30 0 155 53 0 2 2 0 0 1 0 0 0 0 0 0 213 15:45 0 162 44 3 3 2 0 0 1 0 0 0 0 0 0 215 16:00 2 134 33 6 1 2 0 1 1 0 1 0 0 0 0 181 -----------------------------------------------------------------------------------------------------------Hour Total 2 606 182 13 7 10 0 1 4 0 1 0 0 0 0 826 16:15 1 152 36 4 8 1 0 1 0 0 1 0 0 0 0 204 16:30 0 170 49 0 2 2 0 0 0 0 0 0 0 0 0 223 16:45 1 169 49 4 3 3 0 0 0 0 0 0 0 0 0 229 17:00 1 164 49 5 5 0 0 0 0 0 0 0 0 0 0 224 -----------------------------------------------------------------------------------------------------------Hour Total 3 655 183 13 18 6 0 1 0 0 1 0 0 0 0 880

104

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 2B Site ID: 000000003561 Location: Palm Valley Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: WB.prn City: 16-221 AW Max County: 30.13658, -81.38083

Total

-----------------------------------------------------------------------------------------------------------17:15 1 175 56 2 4 1 0 0 0 0 0 0 0 0 0 239 17:30 0 235 61 1 1 1 0 0 0 0 0 0 0 0 0 299 17:45 0 212 60 0 1 0 0 0 0 0 0 0 0 0 0 273 18:00 1 209 49 0 3 0 0 0 0 0 0 0 0 0 0 262 -----------------------------------------------------------------------------------------------------------Hour Total 2 831 226 3 9 2 0 0 0 0 0 0 0 0 0 1073 18:15 1 186 44 0 2 0 0 0 0 0 0 0 0 0 0 233 18:30 0 172 57 0 0 0 0 0 0 0 0 0 0 0 0 229 18:45 0 132 40 1 1 0 0 2 1 0 0 0 0 0 0 177 19:00 0 134 37 0 0 0 0 0 0 0 0 0 0 0 0 171 -----------------------------------------------------------------------------------------------------------Hour Total 1 624 178 1 3 0 0 2 1 0 0 0 0 0 0 810 19:15 0 112 23 0 0 0 0 0 0 0 0 0 0 0 0 135 19:30 1 107 19 0 0 0 0 0 1 0 0 0 0 0 0 128 19:45 0 83 16 0 0 0 0 0 0 0 0 0 0 0 0 99 20:00 0 65 21 0 1 0 0 0 0 0 0 0 0 0 0 87 -----------------------------------------------------------------------------------------------------------Hour Total 1 367 79 0 1 0 0 0 1 0 0 0 0 0 0 449 20:15 0 89 26 0 1 0 0 1 0 0 0 0 0 0 0 117 20:30 1 76 17 0 0 0 0 0 0 0 0 0 0 0 0 94 20:45 0 71 14 0 0 0 0 0 0 0 0 0 0 0 0 85 21:00 1 59 15 0 0 0 0 0 0 0 0 0 0 0 0 75 -----------------------------------------------------------------------------------------------------------Hour Total 2 295 72 0 1 0 0 1 0 0 0 0 0 0 0 371 21:15 0 69 15 0 0 0 0 0 0 0 0 0 0 0 0 84 21:30 0 67 6 0 0 0 0 1 0 0 0 0 0 0 0 74 21:45 3 43 12 0 0 0 0 0 0 0 0 0 0 0 0 58 22:00 0 32 7 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 3 211 40 0 0 0 0 1 0 0 0 0 0 0 0 255 22:15 0 27 10 0 0 0 0 0 0 0 0 0 0 0 0 37 22:30 0 37 2 0 0 0 0 0 0 0 0 0 0 0 0 39 22:45 1 16 2 0 0 0 0 0 0 0 0 0 0 0 0 19 23:00 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 1 96 16 0 0 0 0 0 0 0 0 0 0 0 0 113 23:15 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:30 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 14 23:45 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 24:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 36 5 0 0 0 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------DAY TOTAL 27 7457 2127 67 91 119 1 25 17 2 2 0 2 0 0 9937 PERCENTS 0.3% 75.1% 21.5% 0.7% 1.0% 1.1% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.7% Trucks & Buses 3.2% AM Times AM Peaks

08:00 08:15 08:15 08:30 09:15 11:15 10:00 10:45 11:00 00:45 2 947 202 15 10 17 1 4 4 1

PM Times PM Peaks

16:00 17:30 17:00 16:00 16:15 12:15 4 842 226 14 18 20

12:45 15:15 4 4

08:00 1 15:30 2

08:15 1174 17:15 1073

=================================================================================================================== GRAND TOTAL 72 6165 260 10 61 5 4 0 21789 212 263 71 3 2 0 28917 PERCENTS 0.3% 75.4% 21.4% 0.8% 0.8% 0.9% 0.0% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

105

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------00:15 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 00:30 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 00:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 01:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 1 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 2 04:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:45 0 3 1 0 0 0 0 0 0 1 0 0 0 0 0 5 05:00 1 8 0 0 0 0 0 0 0 1 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 1 14 1 0 0 0 0 0 0 3 0 0 0 0 0 19 05:15 2 6 2 0 0 0 0 0 0 0 0 0 0 0 0 10 05:30 0 11 1 0 0 0 1 0 0 0 0 0 0 0 0 13 05:45 0 9 6 0 0 1 0 0 0 0 0 0 0 0 0 16 06:00 2 8 1 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 4 34 10 0 0 1 1 0 0 0 0 0 0 0 0 50 06:15 1 10 1 0 0 1 0 0 0 0 0 0 0 0 0 13 06:30 3 30 8 0 0 1 1 0 0 0 0 0 0 0 0 43 06:45 2 21 5 0 0 0 0 0 0 0 0 0 0 0 0 28 07:00 1 32 15 0 0 1 2 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 7 93 29 0 0 3 3 0 0 0 0 0 0 0 0 135 07:15 5 52 18 0 1 2 0 0 1 0 0 0 0 0 0 79 07:30 8 78 19 0 0 1 1 0 7 0 0 0 0 0 0 114 07:45 12 47 3 0 0 0 2 0 2 1 0 0 2 0 0 69 08:00 33 33 5 1 0 0 3 0 3 0 0 1 9 0 0 88 -----------------------------------------------------------------------------------------------------------Hour Total 58 210 45 1 1 3 6 0 13 1 0 1 11 0 0 350 08:15 08:30 08:45 09:00

32 21 11 20

37 55 65 80

6 4 16 27

0 1 0 1

0 0 1 0

1 0 2 2

2 0 1 0

0 0 1 0

106

1 3 3 1

1 1 1 0

0 0 0 0

3 6 3 0

6 8 8 1

0 0 0 0

89 99 112 132

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 84 237 53 2 1 5 3 1 8 3 0 12 23 0 0 432 09:15 14 69 27 0 1 2 3 1 0 0 0 1 0 0 0 118 09:30 13 49 16 0 0 1 2 0 3 2 0 2 2 0 0 90 09:45 9 55 20 0 1 4 2 0 1 0 0 0 0 0 0 92 10:00 10 54 20 0 0 0 1 0 1 1 0 0 0 0 0 87 -----------------------------------------------------------------------------------------------------------Hour Total 46 227 83 0 2 7 8 1 5 3 0 3 2 0 0 387 10:15 17 60 19 0 0 1 1 0 0 1 0 1 0 0 0 100 10:30 7 60 17 0 0 1 4 0 1 0 0 1 0 0 0 91 10:45 0 74 22 0 2 1 0 0 1 0 0 0 0 0 0 100 11:00 0 75 23 0 1 3 0 0 1 0 0 0 0 0 0 103 -----------------------------------------------------------------------------------------------------------Hour Total 24 269 81 0 3 6 5 0 3 1 0 2 0 0 0 394 11:15 0 85 22 0 0 1 0 1 0 0 0 0 0 0 0 109 11:30 0 95 18 0 5 1 0 1 0 0 0 0 0 0 0 120 11:45 1 71 20 0 1 0 0 0 0 0 0 0 0 0 0 93 12:00 1 92 22 0 1 1 0 0 0 0 0 0 0 0 0 117 -----------------------------------------------------------------------------------------------------------Hour Total 2 343 82 0 7 3 0 2 0 0 0 0 0 0 0 439 12:15 0 82 27 0 1 0 0 1 0 0 0 0 0 0 0 111 12:30 0 91 23 0 2 0 0 0 0 0 0 0 0 0 0 116 12:45 0 79 30 0 2 2 0 0 1 0 0 0 0 0 0 114 13:00 0 105 23 0 4 0 0 1 0 0 0 0 0 0 0 133 -----------------------------------------------------------------------------------------------------------Hour Total 0 357 103 0 9 2 0 2 1 0 0 0 0 0 0 474 13:15 0 92 28 0 0 2 0 1 0 0 0 0 0 0 0 123 13:30 0 80 22 0 1 0 0 0 0 0 0 0 0 0 0 103 13:45 0 118 20 0 0 1 0 0 0 0 0 0 0 0 0 139 14:00 0 111 25 0 2 2 0 0 1 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 0 401 95 0 3 5 0 1 1 0 0 0 0 0 0 506 14:15 0 109 23 1 3 0 0 0 1 0 0 0 0 0 0 137 14:30 0 79 16 0 2 1 0 1 1 0 0 0 0 0 0 100 14:45 0 92 13 0 1 2 0 0 0 0 0 1 1 0 0 110 15:00 0 49 6 0 0 0 0 0 0 0 0 0 0 0 0 55 -----------------------------------------------------------------------------------------------------------Hour Total 0 329 58 1 6 3 0 1 2 0 0 1 1 0 0 402 15:15 0 112 21 0 1 0 0 0 0 1 0 0 0 0 0 135 15:30 1 101 25 0 2 1 0 1 0 0 0 0 1 0 0 132 15:45 0 99 24 0 1 0 0 0 1 0 0 0 1 0 0 126 16:00 0 133 25 0 3 1 0 1 0 0 0 0 0 0 0 163 -----------------------------------------------------------------------------------------------------------Hour Total 1 445 95 0 7 2 0 2 1 1 0 0 2 0 0 556 16:15 0 134 25 0 0 0 0 0 0 0 0 0 0 0 0 159 16:30 0 116 25 0 3 0 0 0 0 0 0 0 0 0 0 144 16:45 2 130 26 1 4 0 0 0 0 0 0 0 0 0 0 163 17:00 0 160 30 2 3 0 0 1 0 0 0 0 0 0 0 196 -----------------------------------------------------------------------------------------------------------Hour Total 2 540 106 3 10 0 0 1 0 0 0 0 0 0 0 662

107

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------17:15 0 165 32 2 0 0 0 0 0 0 0 0 0 0 0 199 17:30 0 154 21 2 2 0 0 0 0 0 0 0 0 0 0 179 17:45 0 144 31 0 0 0 0 0 0 0 0 0 0 0 0 175 18:00 0 149 21 0 1 2 0 1 0 0 1 0 0 0 0 175 -----------------------------------------------------------------------------------------------------------Hour Total 0 612 105 4 3 2 0 1 0 0 1 0 0 0 0 728 18:15 0 145 28 0 1 2 0 0 0 0 0 0 0 0 0 176 18:30 0 155 17 0 1 0 0 0 0 0 0 0 0 0 0 173 18:45 1 129 26 0 2 0 0 0 0 0 0 0 0 0 0 158 19:00 0 98 20 0 1 0 0 0 0 0 0 0 0 0 0 119 -----------------------------------------------------------------------------------------------------------Hour Total 1 527 91 0 5 2 0 0 0 0 0 0 0 0 0 626 19:15 0 75 12 0 0 0 0 0 0 0 0 0 0 0 0 87 19:30 0 86 27 0 0 0 0 0 0 0 0 0 0 0 0 113 19:45 0 78 15 0 0 0 0 0 0 0 0 0 0 0 0 93 20:00 0 74 20 0 1 0 0 0 0 0 0 0 0 0 0 95 -----------------------------------------------------------------------------------------------------------Hour Total 0 313 74 0 1 0 0 0 0 0 0 0 0 0 0 388 20:15 0 72 8 0 0 0 0 0 0 0 0 0 0 0 0 80 20:30 0 79 9 0 0 0 0 0 1 0 0 0 0 0 0 89 20:45 0 60 7 0 0 0 0 0 0 0 0 0 0 0 0 67 21:00 0 66 7 0 0 0 0 0 0 0 0 0 0 0 0 73 -----------------------------------------------------------------------------------------------------------Hour Total 0 277 31 0 0 0 0 0 1 0 0 0 0 0 0 309 21:15 0 47 7 0 0 0 0 0 0 0 0 0 0 0 0 54 21:30 0 36 6 0 0 0 0 0 0 0 0 0 0 0 0 42 21:45 0 24 4 0 0 0 0 0 0 0 0 0 0 0 0 28 22:00 0 28 1 0 0 0 0 0 0 0 0 0 0 0 0 29 -----------------------------------------------------------------------------------------------------------Hour Total 0 135 18 0 0 0 0 0 0 0 0 0 0 0 0 153 22:15 0 27 2 0 0 0 0 0 0 0 0 0 0 0 0 29 22:30 0 17 6 0 0 0 0 0 0 0 0 0 0 0 0 23 22:45 0 13 4 0 0 0 0 0 1 0 0 0 0 0 0 18 23:00 0 14 2 0 0 0 0 0 1 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------Hour Total 0 71 14 0 0 0 0 0 2 0 0 0 0 0 0 87 23:15 0 14 1 0 0 0 0 0 0 0 0 0 0 0 0 15 23:30 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 23:45 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 24:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 36 2 0 0 0 0 0 0 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------DAY TOTAL 231 5502 1179 11 58 44 27 12 37 12 1 19 39 0 0 7172 PERCENTS 3.3% 76.8% 16.5% 0.2% 0.9% 0.6% 0.3% 0.1% 0.5% 0.1% 0.0% 0.2% 0.5% 0.0% 0.0% 100% Passenger Vehicles 96.3% Trucks & Buses 3.6% AM Times AM Peaks

07:45 11:15 09:00 07:45 10:45 09:00 07:30 08:30 07:15 09:30 98 343 90 2 8 9 8 2 13 4

08:00 08:00 13 31

08:30 461

PM Times PM Peaks

16:00 17:00 17:00 16:45 16:00 13:15 2 623 114 7 10 5

12:15 13:45 14:30 17:15 14:00 14:45 2 3 1 1 1 2

17:00 749

108

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------00:15 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 00:30 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 25 6 0 0 0 0 0 0 0 0 0 0 0 0 31 01:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 1 0 0 0 0 0 0 0 0 0 6 04:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 05:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 1 0 0 0 0 0 1 0 0 0 0 0 0 13 05:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 05:30 0 11 3 0 0 1 0 0 0 0 0 0 0 0 0 15 05:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 06:00 0 19 5 0 0 0 0 0 0 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------Hour Total 0 47 10 0 0 1 0 0 0 0 0 0 0 0 0 58 06:15 0 21 3 1 0 0 0 0 0 0 0 0 0 0 0 25 06:30 1 13 2 0 0 1 0 0 0 0 0 0 0 0 0 17 06:45 0 22 10 0 0 0 0 1 0 0 0 0 0 0 0 33 07:00 0 35 9 0 0 0 0 0 0 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 1 91 24 1 0 1 0 1 0 0 0 0 0 0 0 119 07:15 0 57 17 1 1 0 0 0 0 0 0 0 0 0 0 76 07:30 0 94 27 2 1 0 0 0 0 0 0 0 0 0 0 124 07:45 0 62 18 0 0 0 0 0 0 0 0 0 0 0 0 80 08:00 1 75 17 0 0 1 0 0 1 0 0 0 0 0 0 95 -----------------------------------------------------------------------------------------------------------Hour Total 1 288 79 3 2 1 0 0 1 0 0 0 0 0 0 375 08:15 08:30 08:45 09:00

0 0 0 0

78 96 95 84

17 18 20 23

0 0 1 3

0 2 2 3

0 0 1 0

0 0 0 0

109

0 0 1 0

0 0 0 0

0 1 0 0

0 0 0 0

95 117 120 113

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 353 78 4 7 1 0 0 1 0 0 0 1 0 0 445 09:15 0 71 21 1 2 2 0 0 0 0 0 0 0 0 0 97 09:30 0 52 26 0 2 1 0 1 0 0 0 0 0 0 0 82 09:45 0 57 21 0 1 1 0 0 0 0 0 0 0 0 0 80 10:00 0 51 25 0 1 2 0 0 1 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 0 231 93 1 6 6 0 1 1 0 0 0 0 0 0 339 10:15 0 51 23 0 0 2 0 0 0 0 0 0 0 0 0 76 10:30 0 67 20 0 3 2 0 0 1 0 0 0 0 0 0 93 10:45 0 70 19 0 0 0 0 1 0 0 0 0 0 0 0 90 11:00 1 67 22 0 0 2 0 0 0 0 0 0 0 0 0 92 -----------------------------------------------------------------------------------------------------------Hour Total 1 255 84 0 3 6 0 1 1 0 0 0 0 0 0 351 11:15 0 82 16 0 1 1 0 0 0 0 0 0 0 0 0 100 11:30 0 80 22 0 0 4 0 1 0 0 0 0 0 0 0 107 11:45 0 75 25 0 3 0 0 0 0 0 0 0 0 0 0 103 12:00 0 71 31 0 3 1 0 0 0 0 0 0 0 0 0 106 -----------------------------------------------------------------------------------------------------------Hour Total 0 308 94 0 7 6 0 1 0 0 0 0 0 0 0 416 12:15 0 97 23 1 1 0 0 0 1 0 0 0 0 0 0 123 12:30 0 102 24 0 0 0 0 0 1 0 0 0 0 0 0 127 12:45 1 97 34 0 1 1 0 0 1 0 0 0 2 0 0 137 13:00 0 98 31 0 3 0 0 0 0 0 0 0 0 0 0 132 -----------------------------------------------------------------------------------------------------------Hour Total 1 394 112 1 5 1 0 0 3 0 0 0 2 0 0 519 13:15 1 88 32 0 2 2 0 1 1 0 1 0 0 0 0 128 13:30 0 80 19 0 1 0 0 0 0 0 0 0 0 0 0 100 13:45 0 99 36 2 3 1 0 0 1 0 1 0 0 0 0 143 14:00 0 69 19 0 2 2 0 0 0 0 1 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 1 336 106 2 8 5 0 1 2 0 3 0 0 0 0 464 14:15 0 94 22 0 1 0 0 2 1 0 0 0 0 0 0 120 14:30 0 89 23 0 0 0 0 0 0 0 0 0 0 0 0 112 14:45 0 67 17 0 2 0 0 0 0 0 0 0 0 0 0 86 15:00 0 41 9 1 2 0 0 0 1 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 0 291 71 1 5 0 0 2 2 0 0 0 0 0 0 372 15:15 1 102 31 0 4 0 0 1 0 0 2 0 1 0 0 142 15:30 0 102 23 0 1 0 0 0 1 0 1 0 0 0 0 128 15:45 0 93 25 2 2 0 0 0 0 0 0 0 0 0 0 122 16:00 0 135 16 3 3 0 0 0 0 0 0 0 0 0 0 157 -----------------------------------------------------------------------------------------------------------Hour Total 1 432 95 5 10 0 0 1 1 0 3 0 1 0 0 549 16:15 0 121 17 2 0 0 0 0 0 0 0 0 0 0 0 140 16:30 1 151 25 0 3 0 0 0 0 0 0 0 0 0 0 180 16:45 0 151 27 0 0 0 0 0 0 0 0 0 0 0 0 178 17:00 0 140 22 0 0 0 0 0 0 0 0 0 0 0 0 162 -----------------------------------------------------------------------------------------------------------Hour Total 1 563 91 2 3 0 0 0 0 0 0 0 0 0 0 660

110

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------17:15 0 147 29 0 1 0 0 0 1 0 0 0 0 0 0 178 17:30 0 162 23 0 2 0 0 1 0 1 0 0 0 0 0 189 17:45 1 127 35 0 1 0 0 0 0 0 0 0 0 0 0 164 18:00 0 145 24 0 1 0 0 0 0 0 0 0 0 0 0 170 -----------------------------------------------------------------------------------------------------------Hour Total 1 581 111 0 5 0 0 1 1 1 0 0 0 0 0 701 18:15 0 130 28 0 0 0 0 0 1 0 0 0 0 0 0 159 18:30 0 132 25 0 0 0 0 0 0 0 0 0 0 0 0 157 18:45 1 134 21 0 0 1 0 0 0 0 0 0 0 0 0 157 19:00 0 106 14 0 0 0 0 0 0 0 0 0 0 0 0 120 -----------------------------------------------------------------------------------------------------------Hour Total 1 502 88 0 0 1 0 0 1 0 0 0 0 0 0 593 19:15 0 104 13 0 0 0 0 0 0 0 0 0 0 0 0 117 19:30 0 90 16 0 0 0 0 0 0 0 0 0 0 0 0 106 19:45 0 79 11 0 0 0 0 0 0 0 0 0 0 0 0 90 20:00 0 71 9 0 0 0 0 0 0 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 0 344 49 0 0 0 0 0 0 0 0 0 0 0 0 393 20:15 0 76 7 0 0 0 0 0 0 0 0 0 0 0 0 83 20:30 0 52 13 0 0 0 0 0 0 0 0 0 0 0 0 65 20:45 0 72 11 0 0 0 0 0 0 0 0 0 0 0 0 83 21:00 0 72 18 0 0 0 0 0 0 0 0 0 0 0 0 90 -----------------------------------------------------------------------------------------------------------Hour Total 0 272 49 0 0 0 0 0 0 0 0 0 0 0 0 321 21:15 0 51 6 0 0 0 0 0 0 0 0 0 0 0 0 57 21:30 0 43 7 0 0 0 0 0 0 0 0 0 0 0 0 50 21:45 0 35 7 0 0 0 0 0 0 0 0 0 0 0 0 42 22:00 0 21 7 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 150 27 0 0 0 0 0 0 0 0 0 0 0 0 177 22:15 0 27 9 0 0 0 0 0 0 0 0 0 0 0 0 36 22:30 0 17 2 0 0 0 0 0 0 0 0 0 0 0 0 19 22:45 0 16 1 0 1 0 0 0 0 0 0 0 0 0 0 18 23:00 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 73 12 0 1 0 0 0 0 0 0 0 0 0 0 86 23:15 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 23:30 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 23:45 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 24:00 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 31 8 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------DAY TOTAL 9 5601 1292 20 62 30 0 9 15 1 6 0 4 0 0 7049 PERCENTS 0.2% 79.5% 18.4% 0.3% 0.9% 0.4% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.9% Trucks & Buses 2.0% AM Times AM Peaks

05:45 08:15 09:30 08:30 08:30 09:45 1 353 95 5 9 7

10:45 08:00 2 2

07:45 1

08:30 447

PM Times PM Peaks

12:30 16:45 12:30 15:30 15:15 13:15 2 600 121 7 10 5

13:30 12:15 16:45 13:15 2 3 1 3

12:15 2

16:45 707

111

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------00:15 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 00:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 00:45 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 01:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 29 2 0 0 0 0 0 0 0 0 0 0 0 0 31 01:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 04:15 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 04:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 04:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 2 0 1 0 0 1 0 0 0 0 0 0 0 17 05:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 05:30 0 12 2 0 0 1 0 0 1 0 0 0 0 0 0 16 05:45 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 06:00 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 32 6 0 0 1 0 0 1 0 0 0 0 0 0 40 06:15 0 10 1 1 0 0 0 0 0 0 0 0 0 0 0 12 06:30 0 19 5 0 0 1 0 0 0 0 0 0 0 0 0 25 06:45 0 19 13 0 2 0 0 0 0 0 0 0 0 0 0 34 07:00 0 37 12 0 1 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 0 85 31 1 3 1 0 0 0 0 0 0 0 0 0 121 07:15 0 58 10 1 2 1 0 0 0 0 0 0 0 0 0 72 07:30 0 83 30 3 0 2 0 0 0 0 0 0 0 0 0 118 07:45 0 64 10 0 1 0 0 2 1 0 0 1 0 0 0 79 08:00 0 73 18 0 1 0 0 0 0 0 0 0 0 0 0 92 -----------------------------------------------------------------------------------------------------------Hour Total 0 278 68 4 4 3 0 2 1 0 0 1 0 0 0 361 08:15 08:30 08:45 09:00

0 0 0 0

85 99 109 89

18 29 41 22

0 0 1 5

0 0 0 1

2 3 4 2

0 0 0 0

112

0 0 0 0

0 1 1 0

0 0 0 0

105 132 156 119

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 382 110 6 1 11 0 0 0 0 2 0 0 0 0 512 09:15 0 68 14 0 1 0 0 0 1 0 0 0 0 0 0 84 09:30 0 70 16 0 1 1 0 0 0 0 0 0 0 0 0 88 09:45 0 76 22 0 2 1 0 0 0 0 0 0 0 0 0 101 10:00 0 88 30 0 1 3 0 0 0 0 0 0 0 0 0 122 -----------------------------------------------------------------------------------------------------------Hour Total 0 302 82 0 5 5 0 0 1 0 0 0 0 0 0 395 10:15 0 59 18 0 0 1 0 0 0 0 0 0 0 0 0 78 10:30 0 72 33 0 1 1 0 0 0 0 0 1 0 0 0 108 10:45 0 70 22 0 1 1 0 0 0 0 0 0 0 0 0 94 11:00 0 76 30 0 1 3 0 0 0 0 0 0 0 0 0 110 -----------------------------------------------------------------------------------------------------------Hour Total 0 277 103 0 3 6 0 0 0 0 0 1 0 0 0 390 11:15 0 75 21 0 2 3 0 0 0 0 0 0 0 0 0 101 11:30 0 76 24 0 2 1 0 0 2 0 0 0 0 0 0 105 11:45 0 64 24 0 2 2 0 0 0 0 0 0 0 0 0 92 12:00 1 70 31 1 0 2 0 1 0 0 0 0 0 0 0 106 -----------------------------------------------------------------------------------------------------------Hour Total 1 285 100 1 6 8 0 1 2 0 0 0 0 0 0 404 12:15 0 67 21 0 4 3 0 0 1 1 0 0 0 0 0 97 12:30 1 97 17 0 2 2 0 1 0 0 0 0 0 0 0 120 12:45 0 78 19 0 0 1 0 1 0 0 1 0 0 0 0 100 13:00 0 102 36 1 1 1 0 0 0 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 1 344 93 1 7 7 0 2 1 1 1 0 0 0 0 458 13:15 0 89 25 0 2 1 0 2 0 0 0 0 0 0 0 119 13:30 0 85 21 0 2 3 0 0 0 0 0 0 0 0 0 111 13:45 0 96 26 0 3 1 0 0 0 0 0 0 0 0 0 126 14:00 0 109 30 0 0 1 0 1 0 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 0 379 102 0 7 6 0 3 0 0 0 0 0 0 0 497 14:15 0 101 23 0 0 1 0 0 0 0 0 0 0 0 0 125 14:30 0 98 26 0 0 0 0 0 0 0 0 0 0 0 0 124 14:45 0 103 25 2 1 0 0 0 0 0 0 0 0 0 0 131 15:00 0 51 9 0 0 0 0 0 1 0 0 0 0 0 0 61 -----------------------------------------------------------------------------------------------------------Hour Total 0 353 83 2 1 1 0 0 1 0 0 0 0 0 0 441 15:15 0 92 31 0 0 1 0 0 1 0 0 0 2 0 0 127 15:30 0 123 24 0 3 0 0 0 1 0 0 0 0 0 0 151 15:45 0 110 26 0 1 1 0 0 0 0 0 0 1 0 0 139 16:00 1 137 26 1 1 0 0 0 0 0 0 0 0 0 0 166 -----------------------------------------------------------------------------------------------------------Hour Total 1 462 107 1 5 2 0 0 2 0 0 0 3 0 0 583 16:15 0 114 29 0 2 0 0 0 0 0 0 0 0 0 0 145 16:30 0 144 34 0 0 0 0 0 0 0 0 0 0 0 0 178 16:45 0 122 32 2 0 0 0 0 0 0 0 0 0 0 0 156 17:00 0 132 27 2 2 0 0 1 0 0 0 0 0 0 0 164 -----------------------------------------------------------------------------------------------------------Hour Total 0 512 122 4 4 0 0 1 0 0 0 0 0 0 0 643

113

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3A Site ID: 000000003587 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.17797, -81.38828

Total

-----------------------------------------------------------------------------------------------------------17:15 0 160 31 2 0 0 0 0 0 0 0 0 0 0 0 193 17:30 0 182 26 1 1 0 0 0 0 0 0 0 0 0 0 210 17:45 0 134 25 0 0 0 0 0 0 0 0 0 0 0 0 159 18:00 0 146 32 0 1 0 0 0 0 0 0 0 0 0 0 179 -----------------------------------------------------------------------------------------------------------Hour Total 0 622 114 3 2 0 0 0 0 0 0 0 0 0 0 741 18:15 0 153 19 0 1 0 0 0 0 0 0 0 0 0 0 173 18:30 0 126 23 0 1 0 0 0 1 0 0 0 0 0 0 151 18:45 0 123 19 0 0 0 0 0 0 0 0 0 0 0 0 142 19:00 0 101 20 0 0 0 0 0 1 0 0 0 0 0 0 122 -----------------------------------------------------------------------------------------------------------Hour Total 0 503 81 0 2 0 0 0 2 0 0 0 0 0 0 588 19:15 0 101 13 0 0 0 0 0 0 0 0 0 0 0 0 114 19:30 1 89 7 0 0 0 0 0 0 0 0 0 0 0 0 97 19:45 0 77 10 0 0 0 0 0 0 0 0 0 0 0 0 87 20:00 0 66 16 0 0 0 0 0 0 0 0 0 0 0 0 82 -----------------------------------------------------------------------------------------------------------Hour Total 1 333 46 0 0 0 0 0 0 0 0 0 0 0 0 380 20:15 0 84 12 0 0 0 0 1 0 0 0 0 0 0 0 97 20:30 0 74 10 0 1 0 0 0 0 0 0 0 0 0 0 85 20:45 0 55 10 0 0 0 0 0 0 0 0 0 0 0 0 65 21:00 1 54 11 0 0 0 0 0 0 0 0 0 0 0 0 66 -----------------------------------------------------------------------------------------------------------Hour Total 1 267 43 0 1 0 0 1 0 0 0 0 0 0 0 313 21:15 0 62 13 0 0 0 0 0 0 0 0 0 0 0 0 75 21:30 0 64 7 0 1 0 0 0 0 0 0 0 0 0 0 72 21:45 0 43 9 0 0 0 0 0 0 0 0 0 0 0 0 52 22:00 0 25 5 0 0 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 0 194 34 0 1 0 0 0 0 0 0 0 0 0 0 229 22:15 0 25 5 0 0 0 0 0 0 0 0 0 0 0 0 30 22:30 0 39 4 0 0 0 0 0 0 0 0 0 0 0 0 43 22:45 0 14 1 0 0 0 0 0 0 0 0 0 0 0 0 15 23:00 0 11 2 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 89 12 0 0 0 0 0 0 0 0 0 0 0 0 101 23:15 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 23:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 23:45 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 14 24:00 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 38 3 0 0 0 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------DAY TOTAL 5 5800 1347 23 53 51 0 11 11 1 3 2 3 0 0 7310 PERCENTS 0.1% 79.4% 18.5% 0.4% 0.8% 0.6% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.8% Trucks & Buses 2.1% AM Times AM Peaks

11:15 08:15 08:15 08:15 11:00 08:15 1 382 110 6 7 11

07:00 10:45 2 2

08:00 07:00 2 1

PM Times PM Peaks

12:15 17:15 16:30 16:45 13:00 12:15 1 622 124 7 8 7

12:30 14:45 12:15 12:15 4 3 1 1

08:15 512 15:00 3

17:15 741

=================================================================================================================== GRAND TOTAL 245 3818 173 27 63 10 46 0 16903 54 125 32 14 21 0 21531 PERCENTS 1.2% 78.6% 17.8% 0.3% 0.9% 0.6% 0.1% 0.1% 0.2% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 100%

114

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------00:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 01:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 1 0 0 0 0 0 0 0 4 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 04:45 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 05:00 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 6 0 0 0 0 0 1 0 0 0 0 0 0 20 05:15 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 05:30 0 8 2 0 0 0 0 0 1 0 0 0 0 0 0 11 05:45 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 06:00 0 24 2 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 47 6 0 0 0 0 0 1 0 0 0 0 0 0 54 06:15 1 30 3 0 1 0 0 0 0 0 0 0 0 0 0 35 06:30 0 47 8 1 0 0 0 0 0 0 0 0 0 0 0 56 06:45 0 41 11 0 0 2 0 0 0 0 0 0 0 0 0 54 07:00 1 58 18 2 0 1 0 0 1 0 0 0 0 0 0 81 -----------------------------------------------------------------------------------------------------------Hour Total 2 176 40 3 1 3 0 0 1 0 0 0 0 0 0 226 07:15 0 62 11 0 0 1 0 0 0 0 0 0 0 0 0 74 07:30 0 98 22 1 0 0 0 0 0 0 0 0 0 0 0 121 07:45 0 143 33 3 0 0 0 0 0 0 1 0 0 0 0 180 08:00 0 154 35 0 2 0 0 0 1 0 0 0 0 0 0 192 -----------------------------------------------------------------------------------------------------------Hour Total 0 457 101 4 2 1 0 0 1 0 1 0 0 0 0 567 08:15 08:30 08:45 09:00

0 0 0 0

146 126 136 110

29 29 30 22

2 1 1 1

0 0 0 1

0 0 0 0

115

0 0 0 0

179 157 168 135

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 518 110 5 5 1 0 0 0 0 0 0 0 0 0 639 09:15 0 78 18 0 0 0 0 0 1 0 0 0 0 0 0 97 09:30 0 116 35 0 1 1 0 0 0 0 0 0 0 0 0 153 09:45 0 100 25 0 2 0 0 1 0 0 0 0 0 0 0 128 10:00 0 80 22 0 2 1 0 0 0 0 0 0 0 0 0 105 -----------------------------------------------------------------------------------------------------------Hour Total 0 374 100 0 5 2 0 1 1 0 0 0 0 0 0 483 10:15 0 75 12 0 2 0 0 0 1 0 0 1 1 0 0 92 10:30 0 76 23 0 1 0 1 1 0 0 0 0 0 0 0 102 10:45 0 85 26 0 2 1 0 1 0 0 0 0 0 0 0 115 11:00 0 80 30 0 0 0 0 0 2 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 0 316 91 0 5 1 1 2 3 0 0 1 1 0 0 421 11:15 0 78 25 0 1 0 0 0 0 0 0 0 0 0 0 104 11:30 0 96 10 0 2 0 0 0 0 0 0 0 0 0 0 108 11:45 0 89 20 0 1 0 0 1 0 0 0 0 0 0 0 111 12:00 0 95 22 0 2 0 0 1 0 0 0 0 0 0 0 120 -----------------------------------------------------------------------------------------------------------Hour Total 0 358 77 0 6 0 0 2 0 0 0 0 0 0 0 443 12:15 0 91 26 0 1 1 0 0 1 0 0 0 0 0 0 120 12:30 0 90 21 0 3 2 0 0 0 0 0 0 0 0 0 116 12:45 1 90 33 1 0 0 0 0 0 0 0 0 0 0 0 125 13:00 0 88 32 0 2 0 0 0 0 0 0 0 0 0 0 122 -----------------------------------------------------------------------------------------------------------Hour Total 1 359 112 1 6 3 0 0 1 0 0 0 0 0 0 483 13:15 0 86 21 0 1 1 0 0 0 0 0 0 0 0 0 109 13:30 0 82 24 0 1 1 0 0 0 0 0 0 0 0 0 108 13:45 0 62 17 0 2 0 0 0 1 0 0 0 0 0 0 82 14:00 0 86 15 0 2 1 0 0 1 0 0 0 0 0 0 105 -----------------------------------------------------------------------------------------------------------Hour Total 0 316 77 0 6 3 0 0 2 0 0 0 0 0 0 404 14:15 0 110 26 3 1 1 0 0 1 0 0 0 0 0 0 142 14:30 0 98 16 1 5 2 0 0 0 0 0 0 0 0 0 122 14:45 0 97 31 0 1 0 0 0 0 0 0 0 0 0 0 129 15:00 5 57 16 0 1 1 1 0 0 3 0 3 2 0 0 89 -----------------------------------------------------------------------------------------------------------Hour Total 5 362 89 4 8 4 1 0 1 3 0 3 2 0 0 482 15:15 3 55 20 0 3 0 0 0 0 1 0 2 1 0 0 85 15:30 3 77 15 1 0 0 0 0 0 0 0 0 0 0 0 96 15:45 1 88 16 0 2 1 0 0 0 0 0 0 0 0 0 108 16:00 0 85 24 0 1 1 0 0 1 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 7 305 75 1 6 2 0 0 1 1 0 2 1 0 0 401 16:15 0 101 21 2 0 0 0 0 0 0 0 0 0 0 0 124 16:30 1 110 25 1 2 0 0 1 0 0 0 0 0 0 0 140 16:45 0 87 24 0 2 1 0 1 1 0 0 0 0 0 0 116 17:00 0 93 32 1 0 1 0 1 0 0 0 0 0 0 0 128 -----------------------------------------------------------------------------------------------------------Hour Total 1 391 102 4 4 2 0 3 1 0 0 0 0 0 0 508

116

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------17:15 0 84 23 0 1 0 0 0 0 0 0 0 0 0 0 108 17:30 0 107 27 0 0 0 0 1 0 0 0 0 0 0 0 135 17:45 0 109 20 0 0 1 0 0 0 0 1 0 0 0 0 131 18:00 0 74 16 0 1 1 0 0 0 0 0 0 0 0 0 92 -----------------------------------------------------------------------------------------------------------Hour Total 0 374 86 0 2 2 0 1 0 0 1 0 0 0 0 466 18:15 0 97 23 0 1 0 0 0 0 0 0 0 0 0 0 121 18:30 1 79 19 0 0 0 0 0 0 0 0 0 0 0 0 99 18:45 0 87 15 0 0 0 0 0 0 0 0 0 0 0 0 102 19:00 0 78 13 0 0 0 0 0 0 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 1 341 70 0 1 0 0 0 0 0 0 0 0 0 0 413 19:15 0 52 13 0 0 0 0 0 0 0 0 0 0 0 0 65 19:30 1 78 12 0 0 0 0 0 0 0 0 0 0 0 0 91 19:45 1 47 7 0 0 0 0 0 0 0 0 0 0 0 0 55 20:00 0 38 4 0 0 0 0 0 0 0 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 2 215 36 0 0 0 0 0 0 0 0 0 0 0 0 253 20:15 0 41 9 0 0 0 0 0 0 0 0 0 0 0 0 50 20:30 0 52 18 0 0 0 0 0 0 0 0 0 0 0 0 70 20:45 0 48 4 0 0 0 0 0 0 0 0 0 0 0 0 52 21:00 0 44 10 0 0 0 0 0 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 0 185 41 0 0 0 0 0 0 0 0 0 0 0 0 226 21:15 0 19 4 0 0 0 0 0 1 0 0 0 0 0 0 24 21:30 0 19 1 0 1 0 0 0 0 0 0 0 0 0 0 21 21:45 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 22:00 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 60 10 0 1 0 0 0 1 0 0 0 0 0 0 72 22:15 0 19 1 0 0 0 0 0 0 0 0 0 0 0 0 20 22:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 22:45 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 44 2 0 0 0 0 0 0 0 0 0 0 0 0 46 23:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:30 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 23:45 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 24:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 15 2 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------DAY TOTAL 20 5244 1238 22 58 24 2 10 15 4 2 6 4 0 0 6649 PERCENTS 0.4% 78.9% 18.7% 0.4% 0.9% 0.4% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.7% Trucks & Buses 2.2% AM Times AM Peaks

06:15 07:45 07:45 07:00 09:30 06:30 09:45 09:45 10:15 2 569 126 6 7 4 1 2 3

07:00 09:30 09:30 1 1 1

07:45 708

PM Times PM Peaks

15:00 17:00 12:15 13:45 13:45 13:45 14:15 16:15 13:30 14:30 17:00 14:30 14:30 12 393 112 4 10 4 1 3 3 4 1 5 3

16:15 508

117

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 1 0 0 0 0 0 0 0 0 0 0 7 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 0 0 1 0 0 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 05:00 0 2 5 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 5 0 0 1 0 0 0 0 0 0 0 0 0 16 05:15 0 2 2 0 0 0 0 0 1 0 0 0 0 0 0 5 05:30 0 8 2 0 0 0 0 0 1 0 0 0 0 0 0 11 05:45 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 12 06:00 0 19 4 0 0 1 0 0 0 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------Hour Total 0 39 10 0 0 1 0 0 2 0 0 0 0 0 0 52 06:15 0 20 5 0 0 0 0 0 0 0 0 0 0 0 0 25 06:30 1 33 5 1 1 1 0 0 1 0 0 0 0 0 0 43 06:45 0 47 19 1 0 1 0 0 0 0 0 0 0 0 0 68 07:00 1 61 20 2 1 0 0 0 0 0 0 0 0 0 0 85 -----------------------------------------------------------------------------------------------------------Hour Total 2 161 49 4 2 2 0 0 1 0 0 0 0 0 0 221 07:15 0 58 17 0 0 0 0 0 0 0 0 0 0 0 0 75 07:30 0 102 21 1 0 0 0 0 0 0 0 0 0 0 0 124 07:45 0 135 34 3 2 0 0 0 0 0 0 0 0 0 0 174 08:00 0 144 31 0 1 0 0 1 0 0 0 0 0 0 0 177 -----------------------------------------------------------------------------------------------------------Hour Total 0 439 103 4 3 0 0 1 0 0 0 0 0 0 0 550 08:15 08:30 08:45 09:00

0 1 0 0

148 134 134 111

24 27 31 31

1 0 2 0

1 0 3 1

2 0 1 0

0 0 0 0

118

0 1 1 0

0 0 0 0

176 163 172 143

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 527 113 3 5 3 0 0 2 0 0 0 0 0 0 654 09:15 0 95 23 0 2 0 0 0 0 0 0 0 0 0 0 120 09:30 1 95 23 1 2 1 0 0 0 0 0 0 0 0 0 123 09:45 0 111 32 0 1 0 0 1 0 0 0 0 0 0 0 145 10:00 0 83 18 0 1 1 0 1 0 0 0 0 0 0 0 104 -----------------------------------------------------------------------------------------------------------Hour Total 1 384 96 1 6 2 0 2 0 0 0 0 0 0 0 492 10:15 0 82 20 0 2 1 0 0 0 0 0 0 0 0 0 105 10:30 0 71 24 0 1 1 0 1 0 0 0 0 0 0 0 98 10:45 0 78 26 0 0 3 0 1 0 0 0 0 0 0 0 108 11:00 0 78 13 0 0 2 0 0 0 0 0 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 0 309 83 0 3 7 0 2 0 0 0 0 0 0 0 404 11:15 0 64 21 0 3 1 0 1 0 0 0 0 0 0 0 90 11:30 0 83 20 0 1 0 0 0 0 0 0 0 0 0 0 104 11:45 0 78 15 0 1 0 0 0 0 0 0 0 0 0 0 94 12:00 0 77 24 0 1 0 0 0 0 0 0 0 0 0 0 102 -----------------------------------------------------------------------------------------------------------Hour Total 0 302 80 0 6 1 0 1 0 0 0 0 0 0 0 390 12:15 0 91 22 0 2 2 0 0 0 0 0 0 0 0 0 117 12:30 0 75 17 0 2 4 0 0 0 1 0 0 0 0 0 99 12:45 1 75 22 0 0 2 0 0 0 0 0 0 0 0 0 100 13:00 1 85 24 0 2 0 0 0 1 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 2 326 85 0 6 8 0 0 1 1 0 0 0 0 0 429 13:15 0 83 18 5 1 2 0 0 0 0 0 0 0 0 0 109 13:30 1 70 33 1 1 0 0 0 1 0 0 0 0 0 0 107 13:45 0 72 22 0 1 1 0 0 0 0 0 0 0 0 0 96 14:00 0 81 18 0 1 0 0 1 0 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 1 306 91 6 4 3 0 1 1 0 0 0 0 0 0 413 14:15 1 110 23 1 1 1 0 1 0 0 0 0 0 0 0 138 14:30 0 86 30 0 1 0 0 0 1 0 0 0 0 0 0 118 14:45 0 80 39 0 0 0 0 0 1 0 0 0 0 0 0 120 15:00 6 36 14 1 1 4 0 0 1 0 0 1 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 7 312 106 2 3 5 0 1 3 0 0 1 0 0 0 440 15:15 6 102 16 1 0 0 0 0 1 3 0 0 2 0 0 131 15:30 0 77 24 1 0 0 0 0 0 0 0 0 0 0 0 102 15:45 0 72 16 1 0 0 0 0 0 0 0 0 0 0 0 89 16:00 1 91 23 0 0 1 0 0 1 0 0 0 0 0 0 117 -----------------------------------------------------------------------------------------------------------Hour Total 7 342 79 3 0 1 0 0 2 3 0 0 2 0 0 439 16:15 1 93 19 0 1 1 0 0 0 0 0 0 0 0 0 115 16:30 0 79 14 0 2 0 0 0 0 0 0 0 0 0 0 95 16:45 1 79 10 0 0 0 0 0 1 0 0 0 0 0 0 91 17:00 0 82 25 0 2 0 0 0 0 0 0 0 0 0 0 109 -----------------------------------------------------------------------------------------------------------Hour Total 2 333 68 0 5 1 0 0 1 0 0 0 0 0 0 410

119

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------17:15 0 85 18 0 3 1 0 0 1 0 0 0 0 0 0 108 17:30 0 82 18 0 0 0 0 0 0 0 0 0 0 0 0 100 17:45 0 101 10 0 0 0 0 0 0 0 0 0 0 0 0 111 18:00 0 91 18 0 1 0 0 0 0 0 0 0 0 0 0 110 -----------------------------------------------------------------------------------------------------------Hour Total 0 359 64 0 4 1 0 0 1 0 0 0 0 0 0 429 18:15 1 88 17 0 0 0 0 0 0 0 0 0 0 0 0 106 18:30 0 88 20 0 0 0 0 0 0 0 0 0 0 0 0 108 18:45 0 81 15 0 0 0 0 0 0 0 0 0 0 0 0 96 19:00 1 73 9 0 0 0 0 0 0 0 0 0 0 0 0 83 -----------------------------------------------------------------------------------------------------------Hour Total 2 330 61 0 0 0 0 0 0 0 0 0 0 0 0 393 19:15 0 47 8 0 0 0 0 0 0 0 0 0 0 0 0 55 19:30 0 48 8 0 0 0 0 0 0 0 0 0 0 0 0 56 19:45 1 44 8 0 0 0 0 0 0 0 0 0 0 0 0 53 20:00 1 43 3 0 0 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 2 182 27 0 0 0 0 0 0 0 0 0 0 0 0 211 20:15 0 34 8 0 0 0 0 0 0 0 0 0 0 0 0 42 20:30 1 53 6 0 0 0 0 0 0 0 0 0 0 0 0 60 20:45 0 53 7 0 0 0 0 0 0 0 0 0 0 0 0 60 21:00 1 31 4 0 0 0 0 1 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------Hour Total 2 171 25 0 0 0 0 1 0 0 0 0 0 0 0 199 21:15 0 24 3 0 0 0 0 0 0 0 0 0 0 0 0 27 21:30 0 22 3 0 0 0 0 0 0 0 0 0 0 0 0 25 21:45 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 22:00 0 11 2 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 70 10 0 0 0 0 0 0 0 0 0 0 0 0 80 22:15 0 21 2 0 0 0 0 0 0 0 0 0 0 0 0 23 22:30 0 17 1 0 0 0 0 0 0 0 0 0 0 0 0 18 22:45 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 54 5 0 0 0 0 0 0 0 0 0 0 0 0 59 23:15 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 23:30 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 23:45 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 24:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 7 0 0 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------DAY TOTAL 29 4990 1170 23 49 36 0 9 14 4 0 1 2 0 0 6327 PERCENTS 0.5% 78.9% 18.5% 0.4% 0.8% 0.6% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.8% Trucks & Buses 2.1% AM Times AM Peaks

06:15 07:45 07:45 07:00 08:45 10:15 2 561 116 6 8 7

09:45 04:45 3 2

PM Times PM Peaks

14:30 17:45 14:00 12:45 16:30 12:15 12 368 110 6 7 8

13:30 14:30 14:30 2 4 3

120

07:45 690 14:15 14:30 1 2

14:00 477

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:30 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 4 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 4 5 0 0 1 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 5 0 0 1 0 0 0 0 0 0 0 0 0 14 05:15 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 05:30 0 4 7 0 1 1 0 0 0 0 0 0 0 0 0 13 05:45 0 13 1 0 0 0 0 0 1 0 0 0 0 0 0 15 06:00 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 39 15 0 1 1 0 0 1 0 0 0 0 0 0 57 06:15 1 20 6 1 0 0 0 0 0 0 0 0 0 0 0 28 06:30 0 37 7 0 1 0 0 0 0 0 0 0 0 0 0 45 06:45 0 38 10 1 0 0 0 0 0 0 0 0 0 0 0 49 07:00 1 56 16 1 1 1 0 0 0 0 0 0 1 0 0 77 -----------------------------------------------------------------------------------------------------------Hour Total 2 151 39 3 2 1 0 0 0 0 0 0 1 0 0 199 07:15 0 66 12 0 0 1 0 0 0 0 0 0 0 0 0 79 07:30 0 106 19 1 0 0 0 0 0 0 0 0 0 0 0 126 07:45 0 145 29 3 1 0 0 0 0 0 0 0 0 0 0 178 08:00 2 137 33 0 1 1 1 1 0 0 0 0 0 0 0 176 -----------------------------------------------------------------------------------------------------------Hour Total 2 454 93 4 2 2 1 1 0 0 0 0 0 0 0 559 08:15 08:30 08:45 09:00

0 0 0 0

140 135 122 114

33 23 29 27

1 1 2 1

0 0 0 2

2 1 0 0

0 0 0 0

121

1 0 0 0

0 0 0 0

0 0 0 1

0 0 0 0

177 160 153 145

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 511 112 5 2 3 0 0 1 0 0 0 1 0 0 635 09:15 0 87 33 0 0 2 0 1 0 0 0 0 0 0 0 123 09:30 1 91 28 0 2 2 0 0 0 0 0 0 0 0 0 124 09:45 1 96 20 0 1 3 0 1 0 0 0 0 0 0 0 122 10:00 0 82 24 0 2 2 0 1 0 0 0 0 0 0 0 111 -----------------------------------------------------------------------------------------------------------Hour Total 2 356 105 0 5 9 0 3 0 0 0 0 0 0 0 480 10:15 0 94 18 0 0 4 0 0 0 0 0 0 0 0 0 116 10:30 0 83 26 0 1 5 0 0 0 0 0 0 0 0 0 115 10:45 1 93 21 0 1 0 0 0 0 0 0 0 0 0 0 116 11:00 1 76 16 0 0 2 0 0 0 0 0 0 0 0 0 95 -----------------------------------------------------------------------------------------------------------Hour Total 2 346 81 0 2 11 0 0 0 0 0 0 0 0 0 442 11:15 0 69 26 0 1 2 0 0 0 0 0 0 0 0 0 98 11:30 1 62 21 0 2 0 0 1 0 0 0 0 0 0 0 87 11:45 0 79 20 0 1 2 0 0 0 0 0 0 0 0 0 102 12:00 3 101 18 0 1 3 0 0 0 0 0 0 0 0 0 126 -----------------------------------------------------------------------------------------------------------Hour Total 4 311 85 0 5 7 0 1 0 0 0 0 0 0 0 413 12:15 0 82 24 0 1 3 0 0 1 0 0 0 0 0 0 111 12:30 0 77 19 0 0 2 0 0 2 0 0 0 0 0 0 100 12:45 0 89 15 0 3 3 0 1 1 0 0 0 0 0 0 112 13:00 1 82 26 0 3 2 0 0 0 0 0 0 0 0 0 114 -----------------------------------------------------------------------------------------------------------Hour Total 1 330 84 0 7 10 0 1 4 0 0 0 0 0 0 437 13:15 0 83 29 0 2 2 0 0 1 0 0 0 0 0 0 117 13:30 0 71 25 0 3 1 0 1 0 0 0 0 0 0 0 101 13:45 0 75 22 0 2 2 0 0 1 0 0 0 0 0 0 102 14:00 0 68 19 0 2 3 0 2 0 0 0 0 0 0 0 94 -----------------------------------------------------------------------------------------------------------Hour Total 0 297 95 0 9 8 0 3 2 0 0 0 0 0 0 414 14:15 2 105 27 4 2 1 0 0 0 0 0 0 0 0 0 141 14:30 0 86 19 0 2 1 0 0 0 0 0 0 0 0 0 108 14:45 1 82 22 0 1 0 0 0 1 0 0 0 0 0 0 107 15:00 1 54 23 0 1 0 0 0 0 0 0 0 0 0 0 79 -----------------------------------------------------------------------------------------------------------Hour Total 4 327 91 4 6 2 0 0 1 0 0 0 0 0 0 435 15:15 1 75 17 1 1 2 0 0 1 1 0 0 0 0 0 99 15:30 1 74 15 1 0 0 0 0 2 0 0 0 0 0 0 93 15:45 0 75 16 0 1 0 0 1 1 0 0 0 0 0 0 94 16:00 0 96 18 0 1 0 0 0 0 0 0 0 0 0 0 115 -----------------------------------------------------------------------------------------------------------Hour Total 2 320 66 2 3 2 0 1 4 1 0 0 0 0 0 401 16:15 1 106 20 2 0 0 0 0 0 0 0 0 0 0 0 129 16:30 0 107 23 2 3 1 0 0 0 0 0 0 0 0 0 136 16:45 0 80 20 0 1 0 0 0 0 0 0 0 0 0 0 101 17:00 0 89 17 0 0 1 0 0 0 0 0 0 0 0 0 107 -----------------------------------------------------------------------------------------------------------Hour Total 1 382 80 4 4 2 0 0 0 0 0 0 0 0 0 473

122

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3B Site ID: 000000003101 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW max County: 30.17610, -81.38754

Total

-----------------------------------------------------------------------------------------------------------17:15 1 94 18 0 0 0 0 0 1 0 0 0 0 0 0 114 17:30 0 87 23 0 0 1 0 0 0 0 0 0 0 0 0 111 17:45 3 94 8 0 1 0 1 0 2 0 0 0 1 0 0 110 18:00 0 98 10 0 0 1 2 1 0 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 4 373 59 0 1 2 3 1 3 0 0 0 1 0 0 447 18:15 0 88 11 0 0 0 1 0 0 0 0 0 0 0 0 100 18:30 1 99 11 0 0 0 0 0 0 0 0 0 0 0 0 111 18:45 1 90 15 0 0 0 0 0 0 0 0 0 0 0 0 106 19:00 0 83 8 0 0 0 0 0 0 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 2 360 45 0 0 0 1 0 0 0 0 0 0 0 0 408 19:15 0 76 12 0 0 0 1 0 0 0 0 0 0 0 0 89 19:30 1 64 10 0 0 0 0 0 0 0 0 0 0 0 0 75 19:45 1 57 13 0 0 0 0 0 0 0 0 0 0 0 0 71 20:00 0 36 9 0 0 0 0 0 0 0 0 0 0 0 0 45 -----------------------------------------------------------------------------------------------------------Hour Total 2 233 44 0 0 0 1 0 0 0 0 0 0 0 0 280 20:15 1 39 8 0 0 0 0 0 0 0 0 0 0 0 0 48 20:30 1 56 15 0 0 0 0 0 0 0 0 0 0 0 0 72 20:45 1 49 5 0 0 0 1 0 0 0 0 0 0 0 0 56 21:00 1 33 8 0 0 0 1 0 1 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 4 177 36 0 0 0 2 0 1 0 0 0 0 0 0 220 21:15 0 15 4 0 0 0 0 0 0 0 0 0 0 0 0 19 21:30 0 17 3 0 0 1 1 0 0 0 0 0 0 0 0 22 21:45 1 19 3 0 0 0 0 0 1 0 0 0 0 0 0 24 22:00 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 1 65 10 0 0 1 1 0 1 0 0 0 0 0 0 79 22:15 0 20 0 0 0 0 1 0 0 0 0 0 0 0 0 21 22:30 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 22:45 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 47 1 0 0 0 1 0 0 0 0 0 0 0 0 49 23:15 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 23:45 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 24:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 26 2 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------DAY TOTAL 33 5134 1151 22 50 62 10 11 18 1 0 0 3 0 0 6495 PERCENTS 0.6% 79.1% 17.8% 0.4% 0.8% 0.9% 0.1% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks

11:15 07:45 07:45 07:00 09:00 09:45 07:15 09:15 05:00 4 557 118 5 5 14 1 3 1

06:15 1

07:45 691

PM Times PM Peaks

14:15 16:00 13:00 13:30 12:45 12:15 17:30 13:15 12:15 14:30 4 389 102 4 11 10 4 3 4 1

17:00 1

16:00 481

=================================================================================================================== GRAND TOTAL 82 3559 157 12 47 2 9 0 15368 67 122 30 9 7 0 19471 PERCENTS 0.5% 79.0% 18.3% 0.4% 0.9% 0.6% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

123

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 06:15 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 06:45 0 6 3 0 0 1 0 0 0 0 0 0 0 0 0 10 07:00 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 1 18 7 0 0 1 0 0 0 0 0 0 0 0 0 27 07:15 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 12 07:30 0 17 2 0 0 0 0 0 0 0 0 0 0 0 0 19 07:45 0 17 10 0 0 0 0 0 0 0 0 0 0 0 0 27 08:00 0 17 10 0 1 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 57 28 0 1 0 0 0 0 0 0 0 0 0 0 86 08:15 08:30 08:45 09:00

0 0 0 0

27 16 10 20

5 7 9 1

1 0 0 0

2 0 0 1

0 0 0 0

124

0 0 0 0

35 23 19 22

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 73 22 1 3 0 0 0 0 0 0 0 0 0 0 99 09:15 0 7 11 0 0 0 0 0 0 0 0 0 0 0 0 18 09:30 0 10 8 0 0 0 0 0 0 0 0 0 0 0 0 18 09:45 1 6 7 0 0 1 0 0 1 0 0 0 0 0 0 16 10:00 0 9 2 0 1 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 1 32 28 0 1 1 0 0 1 0 0 0 0 0 0 64 10:15 0 13 7 0 0 1 0 0 0 0 0 0 0 0 0 21 10:30 0 7 3 2 0 0 0 0 0 0 0 0 0 0 0 12 10:45 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 11:00 0 6 7 0 0 1 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 33 19 2 0 2 0 0 0 0 0 0 0 0 0 56 11:15 0 13 3 0 0 0 0 0 0 0 0 0 0 0 0 16 11:30 0 12 4 0 2 0 1 0 0 0 0 0 0 0 0 19 11:45 0 18 7 0 1 1 0 0 0 0 0 0 0 0 0 27 12:00 0 16 3 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 0 59 17 0 3 1 1 0 0 0 0 0 0 0 0 81 12:15 0 19 5 0 2 1 0 0 0 0 0 0 0 0 0 27 12:30 0 10 6 0 0 0 0 0 0 0 0 0 0 0 0 16 12:45 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 19 13:00 0 14 12 0 0 1 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 55 30 0 2 2 0 0 0 0 0 0 0 0 0 89 13:15 1 14 10 0 1 0 0 0 0 0 0 0 0 0 0 26 13:30 0 22 10 0 0 1 0 0 0 0 0 0 0 0 0 33 13:45 1 17 6 0 0 1 0 1 0 0 0 0 0 0 0 26 14:00 0 15 9 0 0 1 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 2 68 35 0 1 3 0 1 0 0 0 0 0 0 0 110 14:15 0 20 6 0 0 1 0 0 0 0 0 0 0 0 0 27 14:30 0 30 4 0 0 0 0 0 0 0 0 0 0 0 0 34 14:45 1 19 4 0 1 1 0 1 0 0 0 0 0 0 0 27 15:00 2 26 11 0 1 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 3 95 25 0 2 2 0 1 0 0 0 0 0 0 0 128 15:15 0 13 3 0 2 0 0 0 0 0 0 0 0 0 0 18 15:30 0 21 3 0 0 2 0 0 0 0 0 0 0 0 0 26 15:45 0 19 6 0 0 0 0 0 0 0 0 0 0 0 0 25 16:00 0 21 6 1 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 74 18 1 2 2 0 0 0 0 0 0 0 0 0 97 16:15 0 15 6 0 0 1 0 0 0 0 0 0 0 0 0 22 16:30 0 34 1 0 0 0 0 0 0 0 0 0 0 0 0 35 16:45 1 15 7 0 0 0 0 0 0 0 0 0 0 0 0 23 17:00 1 25 6 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 2 89 20 0 0 1 0 0 0 0 0 0 0 0 0 112

125

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------17:15 1 25 3 0 0 0 0 0 0 0 0 0 0 0 0 29 17:30 1 15 8 0 0 0 0 0 0 0 0 0 0 0 0 24 17:45 0 16 4 0 0 0 0 0 0 0 0 0 0 0 0 20 18:00 0 19 1 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 2 75 16 0 0 0 0 0 0 0 0 0 0 0 0 93 18:15 1 18 6 0 0 0 0 0 0 0 0 0 0 0 0 25 18:30 0 10 13 0 0 0 0 0 0 0 0 0 0 0 0 23 18:45 0 6 1 0 1 0 0 0 0 0 0 0 0 0 0 8 19:00 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 1 44 21 0 1 0 0 0 0 0 0 0 0 0 0 67 19:15 0 15 2 0 0 0 0 0 0 0 0 0 0 0 0 17 19:30 0 13 3 0 0 0 0 0 0 0 0 0 0 0 0 16 19:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 20:00 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 40 8 0 0 0 0 0 0 0 0 0 0 0 0 48 20:15 0 3 1 0 0 1 0 0 0 0 0 0 0 0 0 5 20:30 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 10 1 0 1 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 20 6 0 1 1 0 0 0 0 0 0 0 0 0 28 21:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 21:30 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 5 21:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:00 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 5 0 1 0 0 0 0 0 0 0 0 0 0 17 22:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 23:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------DAY TOTAL 12 864 309 4 18 16 1 2 1 0 0 0 0 0 0 1227 PERCENTS 1.0% 70.5% 25.2% 0.4% 1.5% 1.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.5% Trucks & Buses 3.4% AM Times AM Peaks

05:30 07:30 07:45 09:45 07:30 09:30 10:45 1 78 32 2 3 2 1

PM Times PM Peaks

16:45 16:30 12:45 15:15 14:30 13:30 4 99 39 1 4 4

09:00 1 13:00 1

07:45 113 14:15 128

126

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 01:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 06:45 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 07:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 8 0 0 0 0 0 0 0 0 0 0 0 0 21 07:15 0 8 7 0 0 1 0 0 0 0 0 0 0 0 0 16 07:30 0 19 3 0 0 0 0 1 0 0 0 0 0 0 0 23 07:45 0 19 11 0 0 0 0 0 0 0 0 0 0 0 0 30 08:00 1 17 7 0 1 0 0 1 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 1 63 28 0 1 1 0 2 0 0 0 0 0 0 0 96 08:15 08:30 08:45 09:00

1 0 0 0

20 23 12 7

6 8 2 5

0 0 0 1

0 0 0 0

2 0 0 1

0 1 0 0

0 0 0 0

127

0 0 0 0

0 0 1 0

0 0 0 0

29 32 15 14

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 62 21 1 0 3 1 0 0 1 0 0 0 0 0 90 09:15 0 12 4 0 0 0 0 0 0 0 0 0 0 0 0 16 09:30 0 9 7 0 0 2 0 0 1 0 0 0 0 0 0 19 09:45 0 9 6 0 1 0 0 0 0 0 0 0 0 0 0 16 10:00 0 9 8 0 0 2 0 0 1 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 39 25 0 1 4 0 0 2 0 0 0 0 0 0 71 10:15 0 6 9 0 2 0 0 0 0 0 0 0 0 0 0 17 10:30 0 12 5 0 1 0 0 0 0 0 0 0 0 0 0 18 10:45 1 9 6 0 1 1 0 0 0 0 0 0 0 0 0 18 11:00 1 18 8 0 0 1 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 2 45 28 0 4 2 0 0 0 0 0 0 0 0 0 81 11:15 0 14 6 0 0 0 0 0 0 0 0 0 0 0 0 20 11:30 0 9 7 0 0 1 0 0 1 0 0 0 0 0 0 18 11:45 0 7 6 0 0 0 0 0 0 0 0 0 0 0 0 13 12:00 0 19 6 0 0 0 0 1 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 49 25 0 0 1 0 1 1 0 0 0 0 0 0 77 12:15 0 17 12 0 0 0 0 0 0 0 0 0 0 0 0 29 12:30 0 14 7 0 0 4 0 0 0 0 0 0 0 0 0 25 12:45 0 10 5 0 0 0 0 0 0 0 0 0 0 0 0 15 13:00 1 18 5 0 1 1 1 1 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 1 59 29 0 1 5 1 1 0 0 0 0 0 0 0 97 13:15 0 15 2 0 0 2 0 0 0 0 0 0 0 0 0 19 13:30 0 14 6 0 0 1 0 0 0 0 0 0 0 0 0 21 13:45 0 17 10 0 0 0 0 0 0 0 0 0 0 0 0 27 14:00 0 10 6 0 0 1 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------Hour Total 0 56 24 0 0 4 0 0 0 0 0 0 0 0 0 84 14:15 0 12 3 0 3 3 0 0 0 0 0 0 0 0 0 21 14:30 0 16 7 0 0 0 0 0 0 0 0 0 0 0 0 23 14:45 0 17 7 0 0 0 0 0 0 0 0 0 0 0 0 24 15:00 0 19 9 1 0 1 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 0 64 26 1 3 4 0 0 0 0 0 0 0 0 0 98 15:15 1 14 8 0 0 1 0 0 1 0 0 0 0 0 0 25 15:30 0 12 7 0 0 1 0 0 0 0 0 0 0 0 0 20 15:45 0 12 2 0 0 0 0 0 0 1 0 0 0 0 0 15 16:00 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------Hour Total 1 52 19 0 0 2 0 0 1 1 0 0 0 0 0 76 16:15 1 9 9 0 0 2 0 0 0 0 0 0 0 0 0 21 16:30 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 16:45 0 17 3 0 0 0 0 0 0 0 0 0 0 0 0 20 17:00 0 12 6 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 1 56 21 0 0 2 0 0 0 0 0 0 0 0 0 80

128

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------17:15 0 22 5 0 0 0 0 0 0 0 0 0 0 0 0 27 17:30 0 13 5 0 0 0 0 0 0 0 0 0 0 0 0 18 17:45 0 12 6 0 0 0 0 0 0 0 0 0 0 0 0 18 18:00 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------Hour Total 0 61 18 0 0 0 0 0 0 0 0 0 0 0 0 79 18:15 0 11 5 0 0 0 0 0 0 0 0 0 0 0 0 16 18:30 0 9 3 0 0 0 0 0 0 0 0 0 0 0 0 12 18:45 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 19 19:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 42 19 0 0 0 0 0 0 0 0 0 0 0 0 61 19:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 19:30 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 12 19:45 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 20:00 0 11 4 0 0 0 0 0 0 0 0 0 0 0 0 15 -----------------------------------------------------------------------------------------------------------Hour Total 0 35 9 0 0 0 0 0 0 0 0 0 0 0 0 44 20:15 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 20:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 20:45 1 10 5 0 0 0 0 0 0 0 0 0 0 0 0 16 21:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 1 23 9 0 0 0 0 0 0 0 0 0 0 0 0 33 21:15 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 21:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 21:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:00 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 5 0 0 0 0 0 0 0 0 0 0 0 0 23 22:15 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 22:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 23:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------DAY TOTAL 8 761 321 2 12 28 2 4 4 2 0 0 0 0 0 1144 PERCENTS 0.7% 66.6% 28.1% 0.2% 1.1% 2.5% 0.1% 0.3% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 95.2% Trucks & Buses 4.7% AM Times AM Peaks

07:30 07:45 07:45 08:15 09:45 09:15 07:45 07:15 09:15 08:00 2 79 32 1 4 4 1 2 2 1

07:45 118

PM Times PM Peaks

12:15 16:30 14:30 14:15 13:30 12:30 12:15 12:15 14:30 15:00 1 69 31 1 3 7 1 1 1 1

14:30 102

129

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------00:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 06:00 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 10 06:15 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 06:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:45 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 07:00 0 6 3 0 1 0 1 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 11 0 1 0 1 0 0 0 0 0 0 0 0 21 07:15 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 22 07:30 0 10 8 0 0 0 0 0 0 0 0 0 0 0 0 18 07:45 0 19 9 0 0 0 0 0 0 0 0 0 0 0 0 28 08:00 2 21 11 0 0 0 0 1 1 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 2 61 39 0 0 0 0 1 1 0 0 0 0 0 0 104 08:15 08:30 08:45 09:00

0 0 0 0

23 21 10 14

11 8 7 4

0 0 0 0

1 0 0 0

1 0 0 1

0 0 0 0

130

0 0 0 0

36 29 17 19

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 68 30 0 1 2 0 0 0 0 0 0 0 0 0 101 09:15 0 13 5 0 0 0 0 0 1 0 0 0 0 0 0 19 09:30 0 11 8 0 0 1 0 0 1 0 0 0 0 0 0 21 09:45 0 6 0 0 0 2 0 0 0 0 0 0 0 0 0 8 10:00 1 9 2 0 0 1 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 1 39 15 0 0 4 0 0 2 0 0 0 0 0 0 61 10:15 0 14 2 1 0 2 0 0 0 0 0 0 0 0 0 19 10:30 0 11 4 0 0 2 0 0 0 0 0 0 0 0 0 17 10:45 0 15 9 0 0 1 0 0 0 0 0 0 0 0 0 25 11:00 0 10 3 0 0 1 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 50 18 1 0 6 0 0 0 0 0 0 0 0 0 75 11:15 0 13 5 0 0 2 0 0 0 0 0 0 0 0 0 20 11:30 0 8 6 0 2 1 0 0 0 0 0 0 0 0 0 17 11:45 0 11 9 0 0 1 0 0 0 0 0 0 0 0 0 21 12:00 1 9 10 0 0 1 0 0 0 0 0 0 0 0 0 21 -----------------------------------------------------------------------------------------------------------Hour Total 1 41 30 0 2 5 0 0 0 0 0 0 0 0 0 79 12:15 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 12:30 0 16 14 0 1 2 0 0 0 0 0 0 0 0 0 33 12:45 0 11 7 0 1 0 0 1 0 0 0 0 0 0 0 20 13:00 0 12 3 0 0 2 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------Hour Total 0 46 28 0 2 4 0 1 0 0 0 0 0 0 0 81 13:15 0 11 10 0 1 0 0 0 0 0 0 0 0 0 0 22 13:30 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 13:45 1 15 4 0 1 1 0 0 0 0 0 0 0 0 0 22 14:00 0 18 10 0 0 2 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 1 51 28 0 2 3 0 0 0 0 0 0 0 0 0 85 14:15 0 22 5 0 0 0 0 0 0 0 0 0 0 0 0 27 14:30 2 19 4 0 1 1 0 0 0 0 0 0 0 0 0 27 14:45 0 18 8 0 0 1 0 0 0 0 0 0 0 0 0 27 15:00 1 12 6 0 1 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 3 71 23 0 2 2 0 0 0 0 0 0 0 0 0 101 15:15 1 19 7 0 1 0 0 0 0 0 0 0 0 0 0 28 15:30 0 15 2 0 0 3 0 0 0 0 0 0 0 0 0 20 15:45 0 22 7 0 1 1 0 0 0 0 0 0 0 0 0 31 16:00 0 15 4 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 1 71 20 0 2 4 0 0 0 0 0 0 0 0 0 98 16:15 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 16:30 1 12 5 0 0 0 0 0 0 0 0 0 0 0 0 18 16:45 0 19 4 0 1 0 0 0 0 0 0 0 0 0 0 24 17:00 0 27 5 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 1 74 16 0 1 0 0 0 0 0 0 0 0 0 0 92

131

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 3C Site ID: 000000003718 Location: Canal Blvd. EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.17718, -81.38889

Total

-----------------------------------------------------------------------------------------------------------17:15 0 28 3 0 0 0 0 0 0 0 0 0 0 0 0 31 17:30 1 14 4 0 0 0 0 0 0 0 0 0 0 0 0 19 17:45 1 13 8 0 0 0 0 0 0 0 0 0 0 0 0 22 18:00 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------Hour Total 2 69 17 0 0 0 0 0 0 0 0 0 0 0 0 88 18:15 0 16 4 0 1 0 0 0 0 0 0 0 0 0 0 21 18:30 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 18:45 0 7 2 0 1 0 0 0 0 0 0 0 0 0 0 10 19:00 1 8 3 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 1 39 12 0 2 0 0 0 0 0 0 0 0 0 0 54 19:15 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 19:30 0 11 3 0 1 0 0 0 0 0 0 0 0 0 0 15 19:45 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 20:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 26 7 0 1 0 0 0 0 0 0 0 0 0 0 34 20:15 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 20:30 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 20:45 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 12 21:00 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 1 37 3 0 0 0 0 0 0 0 0 0 0 0 0 41 21:15 0 6 1 0 0 0 0 0 0 1 0 0 0 0 0 8 21:30 0 19 1 0 0 0 0 0 0 0 0 0 0 0 0 20 21:45 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 22:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 37 5 0 0 0 0 0 0 1 0 0 0 0 0 43 22:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 8 23:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------DAY TOTAL 15 811 308 1 16 30 1 2 3 1 0 0 0 0 0 1188 PERCENTS 1.3% 68.3% 26.0% 0.1% 1.4% 2.6% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 95.4% Trucks & Buses 4.5% AM Times AM Peaks

07:15 07:45 07:15 09:30 10:45 09:45 06:15 07:15 08:45 2 84 39 1 2 7 1 1 2

PM Times PM Peaks

14:30 16:45 12:30 4 88 34

12:30 12:15 3 4

12:15 1

07:45 129 20:30 1

14:00 111

=================================================================================================================== GRAND TOTAL 35 938 46 4 8 0 0 0 2436 7 74 8 3 0 0 3559 PERCENTS 1.0% 68.5% 26.4% 0.2% 1.3% 2.1% 0.1% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

132

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 01:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 2 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 05:00 0 1 1 0 0 0 1 0 1 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 1 0 2 1 0 0 0 0 0 9 05:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 05:30 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 4 05:45 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 5 06:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 1 15 3 0 0 0 1 0 0 0 0 0 0 0 0 20 06:15 0 6 0 1 0 0 0 0 0 0 0 0 0 0 0 7 06:30 0 14 3 0 1 0 2 0 0 0 0 1 0 0 0 21 06:45 0 11 2 0 0 0 1 0 0 0 0 0 0 0 0 14 07:00 1 5 0 0 0 1 2 0 0 2 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 1 36 5 1 1 1 5 0 0 2 0 1 0 0 0 53 07:15 1 3 1 0 0 0 11 0 0 2 0 0 1 0 0 19 07:30 2 3 0 0 0 1 30 0 5 6 0 0 1 0 0 48 07:45 1 5 0 0 0 2 17 0 0 3 0 0 0 0 0 28 08:00 6 5 0 0 0 0 27 0 2 2 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 10 16 1 0 0 3 85 0 7 13 0 0 2 0 0 137 08:15 08:30 08:45 09:00

5 2 6 7

3 7 3 6

0 0 1 0

0 0 0 0

2 2 1 1

36 35 30 29

0 0 0 2

133

5 0 2 2

3 4 6 8

0 0 0 0

1 0 0 0

2 2 3 4

0 0 0 0

57 52 52 59

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 20 19 1 0 0 6 130 2 9 21 0 1 11 0 0 220 09:15 9 3 0 0 0 0 14 0 5 5 0 0 1 0 0 37 09:30 1 4 0 0 0 0 17 0 2 7 0 0 4 0 0 35 09:45 4 5 0 0 0 0 9 0 1 4 0 0 0 0 0 23 10:00 2 3 0 0 0 0 19 0 1 3 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 16 15 0 0 0 0 59 0 9 19 0 0 5 0 0 123 10:15 5 1 0 0 0 0 10 0 2 3 0 0 0 0 0 21 10:30 2 1 0 0 0 1 20 0 0 2 0 0 1 0 0 27 10:45 6 24 8 1 0 1 9 0 0 1 0 0 0 0 0 50 11:00 0 67 27 0 1 3 0 0 1 0 0 0 0 0 0 99 -----------------------------------------------------------------------------------------------------------Hour Total 13 93 35 1 1 5 39 0 3 6 0 0 1 0 0 197 11:15 0 75 26 0 0 1 0 1 0 0 0 0 0 0 0 103 11:30 0 75 18 0 3 0 0 1 0 0 0 0 0 0 0 97 11:45 1 74 26 0 2 2 0 0 0 0 0 0 0 0 0 105 12:00 0 72 14 0 1 0 0 0 0 0 1 0 0 0 0 88 -----------------------------------------------------------------------------------------------------------Hour Total 1 296 84 0 6 3 0 2 0 0 1 0 0 0 0 393 12:15 0 93 23 0 1 0 0 1 0 0 0 0 0 0 0 118 12:30 0 77 25 0 2 0 0 0 0 0 0 0 0 0 0 104 12:45 0 79 24 0 2 1 0 0 1 0 0 0 0 0 0 107 13:00 0 88 24 0 3 0 0 1 0 0 1 0 0 0 0 117 -----------------------------------------------------------------------------------------------------------Hour Total 0 337 96 0 8 1 0 2 1 0 1 0 0 0 0 446 13:15 0 85 26 0 0 1 0 1 0 0 0 0 0 0 0 113 13:30 0 79 21 0 2 0 0 0 0 0 0 0 0 0 0 102 13:45 0 96 22 0 0 2 0 0 0 0 0 0 0 0 0 120 14:00 0 91 25 1 1 3 0 0 0 0 0 0 0 0 0 121 -----------------------------------------------------------------------------------------------------------Hour Total 0 351 94 1 3 6 0 1 0 0 0 0 0 0 0 456 14:15 0 104 24 1 1 0 0 0 2 0 0 0 0 0 0 132 14:30 0 88 16 0 1 1 0 0 1 0 0 0 0 0 0 107 14:45 0 86 14 1 1 1 0 0 0 0 0 0 0 0 0 103 15:00 0 47 12 0 0 0 0 1 0 0 0 0 0 0 0 60 -----------------------------------------------------------------------------------------------------------Hour Total 0 325 66 2 3 2 0 1 3 0 0 0 0 0 0 402 15:15 2 99 18 0 1 0 0 0 1 0 0 0 0 0 0 121 15:30 0 88 29 0 0 2 0 0 0 0 0 0 0 0 0 119 15:45 1 104 31 2 1 0 0 0 1 0 0 0 0 0 0 140 16:00 0 124 23 2 2 0 0 1 0 0 0 0 0 0 0 152 -----------------------------------------------------------------------------------------------------------Hour Total 3 415 101 4 4 2 0 1 2 0 0 0 0 0 0 532 16:15 1 124 27 0 1 0 0 0 0 0 0 1 0 0 0 154 16:30 0 105 25 0 2 0 0 2 0 0 0 0 0 0 0 134 16:45 0 122 26 1 1 2 0 0 0 0 0 0 0 0 0 152 17:00 1 143 33 1 2 0 0 1 0 0 0 0 0 0 0 181 -----------------------------------------------------------------------------------------------------------Hour Total 2 494 111 2 6 2 0 3 0 0 0 1 0 0 0 621

134

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------17:15 1 158 35 3 1 0 0 0 0 0 0 0 0 0 0 198 17:30 1 157 21 2 2 1 0 1 0 0 0 0 0 0 0 185 17:45 1 132 30 0 1 0 0 1 0 0 0 0 0 0 0 165 18:00 0 147 25 0 1 2 0 1 0 0 0 0 0 0 0 176 -----------------------------------------------------------------------------------------------------------Hour Total 3 594 111 5 5 3 0 3 0 0 0 0 0 0 0 724 18:15 0 141 30 0 1 1 0 0 0 0 0 0 0 0 0 173 18:30 0 134 18 0 0 0 0 0 0 0 0 0 0 0 0 152 18:45 2 112 27 0 2 0 0 1 0 0 0 0 0 0 0 144 19:00 0 91 20 0 0 0 0 0 0 0 0 0 0 0 0 111 -----------------------------------------------------------------------------------------------------------Hour Total 2 478 95 0 3 1 0 1 0 0 0 0 0 0 0 580 19:15 1 74 14 0 0 0 0 0 0 0 0 0 0 0 0 89 19:30 1 64 18 0 0 0 0 0 0 0 0 0 0 0 0 83 19:45 1 77 15 0 0 0 0 0 0 0 0 0 0 0 0 93 20:00 1 71 17 0 0 0 0 0 0 0 0 0 0 0 0 89 -----------------------------------------------------------------------------------------------------------Hour Total 4 286 64 0 0 0 0 0 0 0 0 0 0 0 0 354 20:15 0 64 9 0 0 0 0 0 0 0 0 0 0 0 0 73 20:30 0 73 14 0 0 0 0 0 1 0 0 0 0 0 0 88 20:45 0 50 5 0 0 0 0 0 0 0 0 0 0 0 0 55 21:00 1 67 5 0 0 0 0 0 0 0 0 0 0 0 0 73 -----------------------------------------------------------------------------------------------------------Hour Total 1 254 33 0 0 0 0 0 1 0 0 0 0 0 0 289 21:15 0 44 5 0 0 0 0 0 0 0 0 0 0 0 0 49 21:30 0 29 6 0 1 0 0 0 0 0 0 0 0 0 0 36 21:45 0 26 3 0 0 0 0 0 0 0 0 0 0 0 0 29 22:00 0 25 2 0 0 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 124 16 0 1 0 0 0 0 0 0 0 0 0 0 141 22:15 0 19 2 0 0 0 0 0 0 0 0 0 0 0 0 21 22:30 0 18 6 0 0 0 0 0 0 0 0 0 0 0 0 24 22:45 0 10 3 0 0 0 0 0 1 0 0 0 0 0 0 14 23:00 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 -----------------------------------------------------------------------------------------------------------Hour Total 0 60 13 0 0 0 0 0 1 0 0 0 0 0 0 74 23:15 0 15 1 0 0 0 0 0 0 0 0 0 0 0 0 16 23:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:45 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 24:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 35 2 0 0 0 0 0 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------DAY TOTAL 77 4254 935 16 41 35 320 16 38 62 2 3 19 0 0 5818 PERCENTS 1.4% 73.2% 16.1% 0.3% 0.8% 0.6% 5.5% 0.2% 0.6% 1.0% 0.0% 0.0% 0.3% 0.0% 0.0% 100% Passenger Vehicles 90.5% Trucks & Buses 9.4% AM Times AM Peaks

08:30 11:15 11:00 05:30 11:00 07:45 08:15 08:15 07:30 08:45 11:15 05:45 08:45 24 296 97 1 6 6 130 2 12 26 1 1 12

11:00 404

PM Times PM Peaks

17:00 17:15 16:30 16:45 12:15 13:15 4 594 119 7 8 6

17:00 729

15:45 13:45 3 3

135

12:15 15:30 1 1

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------00:15 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 00:30 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 4 00:45 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 20 6 0 1 0 0 0 0 0 0 0 0 0 0 27 01:15 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 4 1 0 1 0 0 0 0 0 0 0 0 0 0 6 02:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 2 0 1 0 0 0 0 0 0 0 0 0 0 18 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 1 0 0 0 0 0 0 0 0 0 6 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 05:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 1 0 0 0 0 0 1 0 0 0 0 0 0 12 05:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 05:30 0 12 3 0 0 1 0 0 0 0 0 0 0 0 0 16 05:45 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 06:00 0 17 3 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 44 8 0 0 1 0 0 0 0 0 0 0 0 0 53 06:15 0 28 3 0 0 0 0 0 0 0 0 0 0 0 0 31 06:30 1 11 4 0 1 1 0 0 0 0 0 0 0 0 0 18 06:45 0 20 10 0 0 0 0 1 0 0 0 0 0 0 0 31 07:00 0 35 8 0 0 0 0 0 1 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 1 94 25 0 1 1 0 1 1 0 0 0 0 0 0 124 07:15 0 59 13 1 1 0 0 0 0 0 0 0 0 0 0 74 07:30 0 107 31 2 1 0 0 0 0 0 0 0 0 0 0 141 07:45 0 67 20 0 0 0 0 0 0 0 0 0 0 0 0 87 08:00 1 67 26 0 1 0 0 0 1 0 0 0 0 0 0 96 -----------------------------------------------------------------------------------------------------------Hour Total 1 300 90 3 3 0 0 0 1 0 0 0 0 0 0 398 08:15 08:30 08:45 09:00

0 0 0 0

95 98 110 96

25 30 21 23

0 1 1 3

1 1 2 3

0 0 0 0

136

0 0 1 0

0 0 0 0

121 130 135 125

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 399 99 5 7 0 0 0 1 0 0 0 0 0 0 511 09:15 0 64 19 2 2 1 0 0 0 0 0 0 0 0 0 88 09:30 0 49 26 0 2 3 0 1 0 0 0 0 0 0 0 81 09:45 0 48 13 0 1 1 0 0 0 0 0 0 0 0 0 63 10:00 0 53 25 0 0 2 0 0 1 0 0 0 0 0 0 81 -----------------------------------------------------------------------------------------------------------Hour Total 0 214 83 2 5 7 0 1 1 0 0 0 0 0 0 313 10:15 0 56 19 0 2 1 0 0 0 0 0 0 0 0 0 78 10:30 0 65 18 1 1 3 0 0 0 0 0 0 0 0 0 88 10:45 1 76 16 1 0 2 0 1 0 0 0 0 0 0 0 97 11:00 0 63 24 0 0 2 0 0 0 0 1 0 0 0 0 90 -----------------------------------------------------------------------------------------------------------Hour Total 1 260 77 2 3 8 0 1 0 0 1 0 0 0 0 353 11:15 0 64 21 0 1 1 0 0 0 0 0 0 0 0 0 87 11:30 0 81 22 0 0 1 1 0 0 0 0 0 0 0 0 105 11:45 0 73 26 0 1 4 0 2 0 0 0 0 0 0 0 106 12:00 0 84 19 0 2 1 0 0 0 0 0 0 0 0 0 106 -----------------------------------------------------------------------------------------------------------Hour Total 0 302 88 0 4 7 1 2 0 0 0 0 0 0 0 404 12:15 0 91 25 1 1 0 0 0 1 0 0 0 0 0 0 119 12:30 0 102 25 0 1 1 1 0 0 0 0 0 0 0 0 130 12:45 0 78 24 0 0 2 0 0 1 0 0 0 0 0 0 105 13:00 1 94 31 0 1 0 1 0 1 0 0 0 0 0 0 129 -----------------------------------------------------------------------------------------------------------Hour Total 1 365 105 1 3 3 2 0 3 0 0 0 0 0 0 483 13:15 1 90 29 0 1 1 0 0 0 0 1 0 0 0 0 123 13:30 0 75 17 0 0 2 0 1 0 0 0 0 0 0 0 95 13:45 1 85 28 1 2 1 0 0 2 0 1 0 0 0 0 121 14:00 0 51 15 1 1 2 0 0 0 0 0 0 0 0 0 70 -----------------------------------------------------------------------------------------------------------Hour Total 2 301 89 2 4 6 0 1 2 0 2 0 0 0 0 409 14:15 1 87 26 0 3 2 0 1 0 0 0 0 0 0 0 120 14:30 0 82 21 0 0 1 0 0 0 0 0 0 0 0 0 104 14:45 1 65 25 1 1 0 0 0 0 0 0 0 0 0 0 93 15:00 0 54 19 1 2 0 0 0 0 0 0 0 0 0 0 76 -----------------------------------------------------------------------------------------------------------Hour Total 2 288 91 2 6 3 0 1 0 0 0 0 0 0 0 393 15:15 0 117 29 0 4 3 0 1 0 0 1 0 0 0 0 155 15:30 1 87 23 0 3 3 0 0 0 0 0 0 0 0 0 117 15:45 0 91 28 2 1 0 0 0 0 0 0 0 0 0 0 122 16:00 2 116 22 1 2 0 0 0 0 0 0 0 0 0 0 143 -----------------------------------------------------------------------------------------------------------Hour Total 3 411 102 3 10 6 0 1 0 0 1 0 0 0 0 537 16:15 1 113 24 3 0 2 0 0 0 0 0 1 0 0 0 144 16:30 0 145 20 0 1 0 0 0 0 0 0 0 0 0 0 166 16:45 0 141 24 0 0 0 0 0 0 0 0 0 0 0 0 165 17:00 0 130 22 0 0 0 0 0 0 0 1 0 0 0 0 153 -----------------------------------------------------------------------------------------------------------Hour Total 1 529 90 3 1 2 0 0 0 0 1 1 0 0 0 628

137

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------17:15 0 151 25 0 1 0 0 0 1 0 0 0 0 0 0 178 17:30 2 151 29 0 1 0 0 1 0 0 0 0 0 0 0 184 17:45 1 119 34 0 1 0 0 0 1 0 0 0 0 0 0 156 18:00 1 131 31 0 0 0 0 0 0 0 0 0 0 0 0 163 -----------------------------------------------------------------------------------------------------------Hour Total 4 552 119 0 3 0 0 1 2 0 0 0 0 0 0 681 18:15 0 118 31 0 0 0 0 0 1 0 0 0 0 0 0 150 18:30 0 133 23 0 0 0 0 1 0 0 0 0 0 0 0 157 18:45 0 121 22 0 0 1 0 0 0 0 0 0 0 0 0 144 19:00 0 94 18 0 0 0 0 0 0 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 0 466 94 0 0 1 0 1 1 0 0 0 0 0 0 563 19:15 0 85 13 0 0 0 0 0 0 0 0 0 0 0 0 98 19:30 0 72 14 0 0 0 0 0 0 0 0 0 0 0 0 86 19:45 0 91 11 0 0 0 0 0 0 0 0 0 0 0 0 102 20:00 1 67 4 0 0 0 0 0 0 0 0 0 0 0 0 72 -----------------------------------------------------------------------------------------------------------Hour Total 1 315 42 0 0 0 0 0 0 0 0 0 0 0 0 358 20:15 0 63 6 0 0 0 0 0 0 0 0 0 0 0 0 69 20:30 0 57 10 0 0 0 0 0 0 0 0 0 0 0 0 67 20:45 0 71 5 0 0 0 0 0 0 0 0 0 0 0 0 76 21:00 1 79 16 0 0 0 0 0 0 0 0 0 0 0 0 96 -----------------------------------------------------------------------------------------------------------Hour Total 1 270 37 0 0 0 0 0 0 0 0 0 0 0 0 308 21:15 0 52 4 0 0 0 0 0 0 0 0 0 0 0 0 56 21:30 0 41 5 0 0 0 0 0 0 0 0 0 0 0 0 46 21:45 0 37 8 0 0 0 0 0 0 0 0 0 0 0 0 45 22:00 0 20 5 0 0 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 0 150 22 0 0 0 0 0 0 0 0 0 0 0 0 172 22:15 0 22 7 0 0 0 0 0 0 0 0 0 0 0 0 29 22:30 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 22:45 0 14 1 0 0 0 0 0 0 0 0 0 0 0 0 15 23:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 63 11 0 0 0 0 0 0 0 0 0 0 0 0 74 23:15 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 11 23:30 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 23:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 24:00 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 1 30 7 0 0 0 0 0 0 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------DAY TOTAL 19 5405 1290 23 52 46 3 10 13 0 5 1 0 0 0 6867 PERCENTS 0.3% 78.8% 18.8% 0.4% 0.8% 0.7% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.7% Trucks & Buses 2.2% AM Times AM Peaks

05:45 08:15 07:30 08:30 08:45 10:00 10:45 11:00 08:00 1 399 102 7 9 8 1 2 2

10:15 1

08:15 511

PM Times PM Peaks

15:30 16:45 17:30 15:30 14:45 13:30 12:15 13:30 12:15 4 573 125 6 10 7 2 2 3

13:00 15:30 2 1

17:15 681

138

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------00:15 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 00:30 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 00:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 24 01:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 04:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 04:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 1 0 1 0 0 1 0 0 0 0 0 0 0 15 05:15 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 05:30 0 10 2 0 0 1 0 0 1 0 0 0 0 0 0 14 05:45 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 06:00 0 6 5 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 30 9 0 0 1 0 0 1 0 0 0 0 0 0 41 06:15 0 13 3 0 1 0 0 0 0 0 0 0 0 0 0 17 06:30 0 18 4 0 0 1 0 0 0 0 0 0 0 0 0 23 06:45 0 17 13 0 2 0 0 0 0 0 0 0 0 0 0 32 07:00 0 33 9 0 2 0 0 0 0 0 0 0 0 0 0 44 -----------------------------------------------------------------------------------------------------------Hour Total 0 81 29 0 5 1 0 0 0 0 0 0 0 0 0 116 07:15 0 60 12 1 1 1 0 0 0 0 0 0 0 0 0 75 07:30 0 82 32 2 2 1 0 0 0 0 1 0 0 0 0 120 07:45 0 58 19 0 1 0 1 0 1 0 0 0 0 0 0 80 08:00 0 73 23 0 3 0 0 1 1 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 0 273 86 3 7 2 1 1 2 0 1 0 0 0 0 376 08:15 08:30 08:45 09:00

1 0 0 0

88 112 107 98

25 39 50 20

0 1 1 2

0 1 0 4

2 4 1 4

0 0 1 0

1 2 0 0

139

0 0 0 0

0 0 1 0

0 0 0 0

117 159 161 128

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 405 134 4 5 11 1 3 0 0 1 0 0 0 0 565 09:15 1 69 15 1 2 1 0 0 0 0 0 0 0 0 0 89 09:30 0 73 19 0 0 1 0 0 0 0 0 0 0 0 0 93 09:45 1 64 16 0 3 2 0 0 0 0 0 0 0 0 0 86 10:00 0 73 20 0 0 3 0 0 0 0 0 0 0 0 0 96 -----------------------------------------------------------------------------------------------------------Hour Total 2 279 70 1 5 7 0 0 0 0 0 0 0 0 0 364 10:15 0 64 18 0 0 2 0 0 0 0 0 0 0 0 0 84 10:30 0 69 31 0 1 2 0 0 0 0 0 0 0 0 0 103 10:45 0 68 25 0 1 1 0 1 0 0 0 2 0 0 0 98 11:00 0 70 26 0 2 3 0 0 0 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 0 271 100 0 4 8 0 1 0 0 0 2 0 0 0 386 11:15 0 65 20 0 0 2 0 0 0 0 0 0 0 0 0 87 11:30 0 76 19 0 4 2 0 0 1 0 0 0 0 0 0 102 11:45 1 61 23 0 1 3 0 0 1 0 0 0 0 0 0 90 12:00 0 71 34 0 0 1 0 1 0 0 0 0 0 0 0 107 -----------------------------------------------------------------------------------------------------------Hour Total 1 273 96 0 5 8 0 1 2 0 0 0 0 0 0 386 12:15 1 71 18 0 2 3 0 0 1 0 0 0 0 0 0 96 12:30 0 83 29 0 3 6 1 1 0 0 0 0 0 0 0 123 12:45 1 84 20 0 1 1 0 2 0 0 1 0 0 0 0 110 13:00 0 79 28 1 1 4 0 0 0 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 2 317 95 1 7 14 1 3 1 0 1 0 0 0 0 442 13:15 1 84 26 0 1 1 0 0 0 0 0 0 0 0 0 113 13:30 0 87 23 0 1 4 0 1 0 0 0 0 0 0 0 116 13:45 0 70 23 0 2 2 0 1 0 0 0 0 0 0 0 98 14:00 0 102 25 0 1 3 0 1 0 0 0 0 0 0 0 132 -----------------------------------------------------------------------------------------------------------Hour Total 1 343 97 0 5 10 0 3 0 0 0 0 0 0 0 459 14:15 0 106 26 0 0 1 0 0 1 0 0 0 0 0 0 134 14:30 0 94 19 0 0 0 0 0 0 0 0 0 0 0 0 113 14:45 0 94 21 2 1 1 0 0 0 0 0 0 0 0 0 119 15:00 0 57 7 0 0 0 0 0 1 0 0 0 0 0 0 65 -----------------------------------------------------------------------------------------------------------Hour Total 0 351 73 2 1 2 0 0 2 0 0 0 0 0 0 431 15:15 0 86 29 0 2 0 0 0 0 0 0 1 0 0 0 118 15:30 0 106 31 0 4 1 0 0 0 1 0 1 0 0 0 144 15:45 0 101 22 0 1 1 0 0 0 0 0 0 0 0 0 125 16:00 0 136 25 2 3 1 0 0 0 0 0 0 0 0 0 167 -----------------------------------------------------------------------------------------------------------Hour Total 0 429 107 2 10 3 0 0 0 1 0 2 0 0 0 554 16:15 1 106 33 0 2 0 0 0 0 0 0 0 0 0 0 142 16:30 0 124 35 0 0 0 0 0 0 0 0 1 0 0 0 160 16:45 1 121 27 1 2 0 0 0 0 0 0 0 0 0 0 152 17:00 0 121 28 2 2 0 0 1 0 0 0 0 0 0 0 154 -----------------------------------------------------------------------------------------------------------Hour Total 2 472 123 3 6 0 0 1 0 0 0 1 0 0 0 608

140

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4A Site ID: 000000009379 Location: Palm Valley Rd. SB Direction: SOUTH Lane: 1 TIME

Page:

File: SB.prn City: 16-221 AW Max County: 30.16563, -81.38618

Total

-----------------------------------------------------------------------------------------------------------17:15 0 152 38 2 1 0 1 0 0 0 0 0 0 0 0 194 17:30 0 158 30 1 2 0 0 0 0 0 0 0 0 0 0 191 17:45 0 131 23 0 0 0 0 0 0 0 0 0 0 0 0 154 18:00 0 128 31 0 2 0 0 0 0 0 0 0 0 0 0 161 -----------------------------------------------------------------------------------------------------------Hour Total 0 569 122 3 5 0 1 0 0 0 0 0 0 0 0 700 18:15 0 154 16 0 1 0 0 0 0 0 0 0 0 0 0 171 18:30 0 121 23 0 1 0 0 1 1 0 0 0 0 0 0 147 18:45 0 122 26 0 0 0 0 0 0 0 0 0 0 0 0 148 19:00 0 97 17 0 0 0 0 0 1 0 0 0 0 0 0 115 -----------------------------------------------------------------------------------------------------------Hour Total 0 494 82 0 2 0 0 1 2 0 0 0 0 0 0 581 19:15 0 84 11 0 0 0 0 0 0 0 0 0 0 0 0 95 19:30 1 84 9 0 0 0 0 0 0 0 0 0 0 0 0 94 19:45 0 59 7 0 0 0 0 0 0 0 0 0 0 0 0 66 20:00 0 58 12 0 0 0 0 0 0 0 0 0 0 0 0 70 -----------------------------------------------------------------------------------------------------------Hour Total 1 285 39 0 0 0 0 0 0 0 0 0 0 0 0 325 20:15 0 77 12 0 0 0 0 1 0 0 0 0 0 0 0 90 20:30 0 67 9 0 0 0 0 0 0 0 0 0 0 0 0 76 20:45 0 51 7 0 0 0 0 0 0 0 0 0 0 0 0 58 21:00 1 56 10 0 0 0 0 0 0 0 0 0 0 0 0 67 -----------------------------------------------------------------------------------------------------------Hour Total 1 251 38 0 0 0 0 1 0 0 0 0 0 0 0 291 21:15 0 54 11 0 0 0 0 0 0 0 0 0 0 0 0 65 21:30 1 56 5 0 0 0 0 0 0 0 0 0 0 0 0 62 21:45 1 50 11 0 0 0 0 0 0 0 0 0 0 0 0 62 22:00 0 25 5 0 0 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 2 185 32 0 0 0 0 0 0 0 0 0 0 0 0 219 22:15 0 26 2 0 0 0 0 0 0 0 0 0 0 0 0 28 22:30 0 31 4 0 0 0 0 0 0 0 0 0 0 0 0 35 22:45 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 17 23:00 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 83 8 0 0 0 0 0 0 0 0 0 0 0 0 91 23:15 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 23:45 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 24:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 34 5 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------DAY TOTAL 13 5484 1348 19 68 67 4 16 10 1 3 5 0 0 0 7038 PERCENTS 0.2% 78.0% 19.2% 0.3% 1.0% 1.0% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks

09:00 08:15 08:00 08:30 09:00 08:15 07:00 07:45 07:15 2 405 137 5 9 11 1 4 2

06:45 10:00 1 2

08:15 565

PM Times PM Peaks

21:00 17:30 16:30 16:45 15:15 12:15 12:15 12:15 14:15 14:45 12:15 14:45 3 571 128 6 10 14 1 3 2 1 1 2

17:15 700

=================================================================================================================== GRAND TOTAL 109 3573 161 327 61 10 19 0 15143 58 148 42 63 9 0 19723 PERCENTS 0.6% 76.8% 18.2% 0.3% 0.9% 0.8% 1.6% 0.2% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

141

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 01:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 3 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 04:45 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 05:00 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 7 0 0 0 0 0 1 0 0 0 0 0 0 23 05:15 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 05:30 0 10 3 0 0 0 0 0 1 0 0 0 0 0 0 14 05:45 0 16 1 0 0 0 0 0 0 0 0 0 0 0 0 17 06:00 0 18 2 1 1 0 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 0 49 9 1 1 0 0 0 1 0 0 0 0 0 0 61 06:15 0 25 4 0 0 0 0 0 0 0 0 0 0 0 0 29 06:30 0 60 9 1 0 1 0 0 0 0 0 0 0 0 0 71 06:45 0 38 11 3 0 1 0 0 0 0 0 0 0 0 0 53 07:00 0 74 16 1 0 1 0 0 1 0 0 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 0 197 40 5 0 3 0 0 1 0 0 0 0 0 0 246 07:15 0 91 18 1 1 1 0 0 0 0 0 0 0 0 0 112 07:30 0 143 21 3 1 0 0 0 0 0 0 0 0 0 0 168 07:45 0 131 26 0 1 0 0 0 0 0 0 0 0 0 0 158 08:00 0 155 42 0 2 0 0 0 1 0 0 0 0 0 0 200 -----------------------------------------------------------------------------------------------------------Hour Total 0 520 107 4 5 1 0 0 1 0 0 0 0 0 0 638 08:15 08:30 08:45 09:00

0 0 0 0

171 139 105 129

30 27 32 23

4 2 0 0

2 1 0 2

0 0 0 1

0 0 0 0

142

0 0 0 0

207 169 137 155

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 544 112 6 5 1 0 0 0 0 0 0 0 0 0 668 09:15 0 106 22 0 0 0 0 1 1 0 0 0 0 0 0 130 09:30 0 110 32 1 4 1 0 0 0 0 0 0 0 0 0 148 09:45 2 89 23 0 4 0 0 1 0 0 0 0 0 0 0 119 10:00 0 77 22 0 1 1 0 0 0 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 2 382 99 1 9 2 0 2 1 0 0 0 0 0 0 498 10:15 0 80 18 1 3 1 0 0 0 1 0 0 0 0 0 104 10:30 0 72 22 0 1 1 0 1 0 0 0 0 0 0 0 97 10:45 0 78 28 0 2 2 0 1 0 0 0 0 0 0 0 111 11:00 0 68 21 0 0 1 0 0 1 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 0 298 89 1 6 5 0 2 1 1 0 0 0 0 0 403 11:15 0 75 25 0 3 0 0 0 0 0 0 0 0 0 0 103 11:30 0 84 13 0 2 1 0 0 0 0 0 0 0 0 0 100 11:45 0 73 22 0 2 0 0 1 0 0 0 0 0 0 0 98 12:00 0 91 37 0 1 1 0 0 0 0 0 0 0 0 0 130 -----------------------------------------------------------------------------------------------------------Hour Total 0 323 97 0 8 2 0 1 0 0 0 0 0 0 0 431 12:15 0 75 22 1 2 0 0 1 1 0 0 0 0 0 0 102 12:30 0 89 30 0 2 1 1 0 0 0 0 0 0 0 0 123 12:45 1 85 39 1 0 1 0 0 0 0 0 0 0 0 0 127 13:00 0 80 25 1 1 1 0 0 0 0 0 0 0 0 0 108 -----------------------------------------------------------------------------------------------------------Hour Total 1 329 116 3 5 3 1 1 1 0 0 0 0 0 0 460 13:15 0 82 18 1 2 2 0 0 0 0 0 0 0 0 0 105 13:30 1 66 24 3 0 0 0 0 0 0 0 0 0 0 0 94 13:45 0 59 23 4 6 0 0 0 2 0 0 0 0 0 0 94 14:00 1 71 24 5 0 1 0 0 0 0 0 0 0 0 0 102 -----------------------------------------------------------------------------------------------------------Hour Total 2 278 89 13 8 3 0 0 2 0 0 0 0 0 0 395 14:15 0 102 23 1 0 0 0 0 1 0 0 0 0 0 0 127 14:30 1 87 18 2 4 1 0 0 0 0 0 0 0 0 0 113 14:45 0 92 33 2 1 0 0 0 0 0 0 0 0 0 0 128 15:00 0 79 22 2 1 1 0 1 0 0 0 0 0 0 0 106 -----------------------------------------------------------------------------------------------------------Hour Total 1 360 96 7 6 2 0 1 1 0 0 0 0 0 0 474 15:15 1 57 17 0 2 0 0 0 1 0 0 0 0 0 0 78 15:30 0 66 20 0 1 1 0 0 1 0 0 0 0 0 0 89 15:45 0 76 16 0 2 2 0 0 0 0 0 0 0 0 0 96 16:00 2 73 22 1 1 0 0 0 0 0 0 0 0 0 0 99 -----------------------------------------------------------------------------------------------------------Hour Total 3 272 75 1 6 3 0 0 2 0 0 0 0 0 0 362 16:15 0 104 17 2 0 0 0 0 0 0 0 0 0 0 0 123 16:30 0 109 31 1 2 0 0 1 0 0 0 0 0 0 0 144 16:45 0 87 24 0 2 1 0 1 1 0 0 0 0 0 0 116 17:00 0 86 23 2 0 1 0 0 0 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 0 386 95 5 4 2 0 2 1 0 0 0 0 0 0 495

143

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------17:15 0 83 28 0 2 0 0 0 0 0 0 0 0 0 0 113 17:30 0 107 26 0 0 0 0 1 0 0 0 0 0 0 0 134 17:45 0 97 24 0 0 1 0 1 0 0 0 0 0 0 0 123 18:00 0 79 17 0 1 1 0 0 0 0 0 0 0 0 0 98 -----------------------------------------------------------------------------------------------------------Hour Total 0 366 95 0 3 2 0 2 0 0 0 0 0 0 0 468 18:15 0 97 19 0 1 0 0 0 0 0 0 0 0 0 0 117 18:30 1 95 21 0 0 1 0 0 0 0 0 0 0 0 0 118 18:45 0 92 18 0 0 0 0 0 0 0 0 0 0 0 0 110 19:00 0 68 18 0 0 0 0 0 0 0 0 0 0 0 0 86 -----------------------------------------------------------------------------------------------------------Hour Total 1 352 76 0 1 1 0 0 0 0 0 0 0 0 0 431 19:15 0 46 14 0 0 0 0 0 0 0 0 0 0 0 0 60 19:30 0 63 11 0 0 0 0 1 0 0 0 0 0 0 0 75 19:45 0 40 9 0 1 0 0 0 0 0 0 0 0 0 0 50 20:00 0 36 4 0 0 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 0 185 38 0 1 0 0 1 0 0 0 0 0 0 0 225 20:15 0 46 11 0 0 0 0 0 0 0 0 0 0 0 0 57 20:30 0 41 19 0 0 0 0 0 0 0 0 0 0 0 0 60 20:45 0 40 7 0 0 0 0 0 0 0 0 0 0 0 0 47 21:00 0 27 6 0 0 0 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 0 154 43 0 0 0 0 0 0 0 0 0 0 0 0 197 21:15 0 19 4 0 0 0 0 0 0 0 0 0 0 0 0 23 21:30 0 21 1 0 1 0 0 0 0 0 0 0 0 0 0 23 21:45 0 19 3 0 0 0 0 0 0 0 0 0 0 0 0 22 22:00 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 71 10 0 1 0 0 0 0 0 0 0 0 0 0 82 22:15 0 18 3 0 0 0 0 1 0 0 0 0 0 0 0 22 22:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 22:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 23:00 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 42 4 0 0 0 0 1 0 0 0 0 0 0 0 47 23:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:30 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 23:45 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 14 1 0 0 0 0 0 0 0 0 0 0 0 0 16 -----------------------------------------------------------------------------------------------------------DAY TOTAL 11 5154 1304 47 69 30 1 14 13 1 0 0 0 0 0 6644 PERCENTS 0.2% 77.6% 19.7% 0.8% 1.0% 0.4% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.3% Trucks & Buses 2.6% AM Times AM Peaks

09:00 07:30 08:00 06:45 09:30 10:00 2 600 131 8 12 5

09:00 03:45 09:30 2 1 1

PM Times PM Peaks

15:15 16:15 12:15 13:15 13:45 12:30 12:15 16:00 13:30 3 386 116 13 10 5 1 2 3

144

07:45 734 16:15 495

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 1 0 0 0 0 0 0 0 0 0 0 7 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3 02:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 1 0 0 0 0 0 0 0 0 0 0 7 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 05:00 0 3 5 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 5 0 0 0 0 0 0 0 0 0 0 0 0 15 05:15 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 05:30 0 13 2 0 0 0 0 0 1 0 0 0 0 0 0 16 05:45 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 06:00 0 22 5 0 0 1 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 52 10 0 0 1 0 0 2 0 0 0 0 0 0 65 06:15 0 28 8 0 0 0 0 0 0 0 0 0 0 0 0 36 06:30 1 34 8 2 0 1 0 0 1 0 0 0 0 0 0 47 06:45 0 49 11 2 1 1 0 0 0 0 0 0 0 0 0 64 07:00 0 68 24 2 1 0 0 0 0 0 0 0 0 0 0 95 -----------------------------------------------------------------------------------------------------------Hour Total 1 179 51 6 2 2 0 0 1 0 0 0 0 0 0 242 07:15 0 91 23 1 1 0 0 0 0 0 0 0 0 0 0 116 07:30 0 158 21 5 1 0 0 0 0 0 0 0 0 0 0 185 07:45 0 112 34 0 2 0 0 0 0 0 0 0 0 0 0 148 08:00 0 129 42 0 2 0 0 1 0 0 0 0 0 0 0 174 -----------------------------------------------------------------------------------------------------------Hour Total 0 490 120 6 6 0 0 1 0 0 0 0 0 0 0 623 08:15 08:30 08:45 09:00

0 1 0 0

161 149 114 109

21 40 24 26

3 1 0 0

2 1 2 2

2 0 0 0

0 0 0 0

145

1 0 1 0

0 0 0 0

190 192 141 137

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 533 111 4 7 2 0 0 2 0 0 0 0 0 0 660 09:15 0 95 24 1 1 0 0 0 0 0 0 0 0 0 0 121 09:30 1 104 32 2 6 1 0 1 0 0 0 0 0 0 0 147 09:45 2 90 26 0 1 0 0 0 0 0 0 0 0 0 0 119 10:00 0 85 23 1 0 1 0 1 0 0 0 0 0 0 0 111 -----------------------------------------------------------------------------------------------------------Hour Total 3 374 105 4 8 2 0 2 0 0 0 0 0 0 0 498 10:15 0 66 21 0 2 1 0 0 0 0 0 0 0 0 0 90 10:30 0 72 27 1 0 1 0 2 0 0 0 0 0 0 0 103 10:45 0 73 31 0 1 2 0 1 0 0 0 0 0 0 0 108 11:00 0 63 21 0 1 2 0 0 0 0 0 0 0 0 0 87 -----------------------------------------------------------------------------------------------------------Hour Total 0 274 100 1 4 6 0 3 0 0 0 0 0 0 0 388 11:15 0 59 17 1 2 1 0 1 0 0 0 0 0 0 0 81 11:30 0 78 20 3 2 1 0 0 0 0 0 0 0 0 0 104 11:45 0 62 19 0 0 0 0 0 0 0 0 0 0 0 0 81 12:00 0 63 24 2 1 1 0 0 0 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 0 262 80 6 5 3 0 1 0 0 0 0 0 0 0 357 12:15 0 92 29 0 2 0 0 0 0 0 0 0 0 0 0 123 12:30 0 90 21 3 1 4 0 0 1 1 0 0 0 0 0 121 12:45 0 79 24 3 3 2 0 0 0 0 0 0 0 0 0 111 13:00 0 82 27 2 1 0 0 0 1 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 0 343 101 8 7 6 0 0 2 1 0 0 0 0 0 468 13:15 1 70 26 1 0 2 0 0 1 0 0 0 0 0 0 101 13:30 0 78 29 1 1 0 0 1 0 0 0 0 0 0 0 110 13:45 0 74 23 2 1 3 0 0 0 0 0 0 0 0 0 103 14:00 0 85 22 2 0 0 0 1 0 0 0 0 0 0 0 110 -----------------------------------------------------------------------------------------------------------Hour Total 1 307 100 6 2 5 0 2 1 0 0 0 0 0 0 424 14:15 0 94 19 0 1 1 0 1 0 0 0 0 0 0 0 116 14:30 0 71 30 0 1 0 0 0 0 0 0 0 0 0 0 102 14:45 0 79 35 0 0 0 0 0 1 0 0 0 0 0 0 115 15:00 0 88 22 0 3 0 0 0 0 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 0 332 106 0 5 1 0 1 1 0 0 0 0 0 0 446 15:15 0 101 17 1 1 0 0 0 0 0 0 0 0 0 0 120 15:30 0 70 19 1 1 0 0 0 0 0 0 0 0 0 0 91 15:45 0 59 13 2 1 0 0 0 1 0 0 0 0 0 0 76 16:00 0 88 27 1 0 2 0 1 0 0 0 0 0 0 0 119 -----------------------------------------------------------------------------------------------------------Hour Total 0 318 76 5 3 2 0 1 1 0 0 0 0 0 0 406 16:15 0 82 18 0 1 0 0 0 0 0 0 0 0 0 0 101 16:30 0 79 13 0 2 0 0 0 0 0 0 0 0 0 0 94 16:45 0 71 16 0 0 0 0 0 0 0 0 0 0 0 0 87 17:00 1 68 24 0 1 0 0 0 0 0 0 0 0 0 0 94 -----------------------------------------------------------------------------------------------------------Hour Total 1 300 71 0 4 0 0 0 0 0 0 0 0 0 0 376

146

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------17:15 0 71 25 0 3 1 0 0 1 0 0 0 0 0 0 101 17:30 0 93 16 0 0 0 0 0 0 0 0 0 0 0 0 109 17:45 0 88 19 0 0 0 0 0 0 0 0 0 0 0 0 107 18:00 0 96 24 0 1 0 0 0 0 0 0 0 0 0 0 121 -----------------------------------------------------------------------------------------------------------Hour Total 0 348 84 0 4 1 0 0 1 0 0 0 0 0 0 438 18:15 0 96 16 0 0 0 0 0 0 0 0 0 0 0 0 112 18:30 0 85 17 0 0 0 0 0 0 0 0 0 0 0 0 102 18:45 0 66 17 0 0 0 0 0 0 0 0 0 0 0 0 83 19:00 0 75 17 0 1 0 0 0 0 0 0 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 0 322 67 0 1 0 0 0 0 0 0 0 0 0 0 390 19:15 0 41 17 0 0 0 0 0 0 0 0 0 0 0 0 58 19:30 0 45 12 0 0 0 0 0 0 0 0 0 0 0 0 57 19:45 0 36 9 0 0 0 0 0 0 0 0 0 0 0 0 45 20:00 0 33 3 0 0 0 0 0 0 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 0 155 41 0 0 0 0 0 0 0 0 0 0 0 0 196 20:15 0 30 9 0 0 0 0 0 0 0 0 0 0 0 0 39 20:30 0 44 11 0 0 0 0 0 0 0 0 0 0 0 0 55 20:45 0 43 10 0 0 0 0 0 0 0 0 0 0 0 0 53 21:00 0 28 9 0 1 0 0 0 0 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------Hour Total 0 145 39 0 1 0 0 0 0 0 0 0 0 0 0 185 21:15 0 21 2 0 0 0 0 0 0 0 0 0 0 0 0 23 21:30 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 21:45 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 22:00 0 17 2 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 0 76 8 0 0 0 0 0 0 0 0 0 0 0 0 84 22:15 0 23 2 0 0 0 0 0 0 0 0 0 0 0 0 25 22:30 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 12 22:45 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 53 4 0 0 0 0 0 0 0 0 0 0 0 0 57 23:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 23:30 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 23:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 24:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 6 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------DAY TOTAL 7 4899 1290 46 61 31 0 11 11 1 0 0 0 0 0 6357 PERCENTS 0.2% 77.1% 20.3% 0.8% 1.0% 0.4% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.4% Trucks & Buses 2.5% AM Times AM Peaks

09:00 07:30 07:45 06:45 08:45 10:15 3 560 137 10 11 6

10:00 04:45 4 2

07:45 704

PM Times PM Peaks

12:30 17:30 12:45 12:30 12:15 12:30 1 373 106 9 7 8

13:30 12:30 12:15 3 3 1

12:15 468

147

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:30 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 2 0 0 0 0 0 0 0 0 0 0 0 0 13 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 1 0 0 0 0 0 0 0 0 0 0 5 03:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 0 2 4 0 0 1 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 5 0 0 1 0 0 0 0 0 0 0 0 0 13 05:15 0 9 3 0 0 0 0 0 0 0 0 0 0 0 0 12 05:30 0 13 3 0 1 1 0 0 0 0 0 0 0 0 0 18 05:45 0 14 2 1 0 0 0 0 1 0 0 0 0 0 0 18 06:00 0 16 4 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 0 52 12 1 1 1 0 0 1 0 0 0 0 0 0 68 06:15 1 20 5 1 0 1 0 0 0 0 0 0 0 0 0 28 06:30 0 42 7 0 0 0 0 0 0 0 0 0 0 0 0 49 06:45 0 48 11 3 0 0 0 0 0 0 0 0 0 0 0 62 07:00 0 53 24 2 0 1 0 0 0 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 1 163 47 6 0 2 0 0 0 0 0 0 0 0 0 219 07:15 0 87 12 1 1 1 0 0 0 0 0 0 0 0 0 102 07:30 0 148 22 4 0 0 0 0 0 0 0 0 0 0 0 174 07:45 0 122 28 0 1 1 0 0 0 0 0 0 0 0 0 152 08:00 0 142 35 0 0 2 0 1 0 0 0 0 0 0 0 180 -----------------------------------------------------------------------------------------------------------Hour Total 0 499 97 5 2 4 0 1 0 0 0 0 0 0 0 608 08:15 08:30 08:45 09:00

1 0 0 0

162 149 111 105

28 27 30 26

5 1 0 0

0 2 0 2

1 0 0 0

0 0 0 0

148

2 0 0 0

0 0 0 0

199 179 141 133

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 527 111 6 4 1 0 0 2 0 0 0 0 0 0 652 09:15 0 87 36 0 0 2 0 0 0 0 0 0 0 0 0 125 09:30 0 113 32 3 3 2 0 0 0 0 0 0 0 0 0 153 09:45 0 84 22 0 2 3 0 1 0 0 0 0 0 0 0 112 10:00 0 78 17 0 3 2 0 1 0 1 0 0 0 0 0 102 -----------------------------------------------------------------------------------------------------------Hour Total 0 362 107 3 8 9 0 2 0 1 0 0 0 0 0 492 10:15 0 80 27 0 1 2 0 0 1 0 0 0 0 0 0 111 10:30 0 78 22 0 1 5 0 0 0 0 0 0 0 0 0 106 10:45 1 82 15 0 2 0 0 0 0 0 0 0 0 0 0 100 11:00 0 72 20 0 0 3 0 2 0 0 0 0 0 0 0 97 -----------------------------------------------------------------------------------------------------------Hour Total 1 312 84 0 4 10 0 2 1 0 0 0 0 0 0 414 11:15 0 70 20 0 0 0 1 0 0 0 0 0 0 0 0 91 11:30 0 66 20 0 0 3 0 1 0 0 0 0 0 0 0 90 11:45 0 76 31 0 0 1 0 1 1 0 0 0 0 0 0 110 12:00 0 83 26 0 3 1 0 0 0 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 0 295 97 0 3 5 1 2 1 0 0 0 0 0 0 404 12:15 0 66 29 1 5 1 0 0 1 0 0 0 0 0 0 103 12:30 1 54 24 0 2 3 0 0 1 0 0 0 0 0 0 85 12:45 0 84 22 0 0 1 0 1 0 0 0 0 0 0 0 108 13:00 0 78 30 1 1 1 0 1 0 0 0 0 0 0 0 112 -----------------------------------------------------------------------------------------------------------Hour Total 1 282 105 2 8 6 0 2 2 0 0 0 0 0 0 408 13:15 0 68 18 0 0 0 0 1 0 1 0 0 0 0 0 88 13:30 0 64 19 4 2 3 2 0 0 0 0 0 0 0 0 94 13:45 0 65 20 5 4 0 0 1 0 0 0 0 0 0 0 95 14:00 0 68 22 2 0 0 0 1 1 0 0 0 0 0 0 94 -----------------------------------------------------------------------------------------------------------Hour Total 0 265 79 11 6 3 2 3 1 1 0 0 0 0 0 371 14:15 0 87 15 0 1 2 0 0 0 0 0 0 0 0 0 105 14:30 1 89 27 0 1 2 1 0 0 0 0 0 0 0 0 121 14:45 0 78 35 1 3 1 0 0 0 0 0 0 0 0 0 118 15:00 0 82 25 1 2 1 0 0 0 0 0 0 0 0 0 111 -----------------------------------------------------------------------------------------------------------Hour Total 1 336 102 2 7 6 1 0 0 0 0 0 0 0 0 455 15:15 0 81 23 0 1 2 1 0 0 0 0 0 0 0 0 108 15:30 0 63 19 0 1 2 0 0 1 0 0 0 0 0 0 86 15:45 1 80 24 0 2 0 0 0 0 0 0 0 0 0 0 107 16:00 0 94 23 0 0 0 0 0 0 0 0 0 0 0 0 117 -----------------------------------------------------------------------------------------------------------Hour Total 1 318 89 0 4 4 1 0 1 0 0 0 0 0 0 418 16:15 0 89 26 2 1 0 0 0 1 0 0 0 0 0 0 119 16:30 1 89 24 1 2 0 0 0 0 1 0 0 0 0 0 118 16:45 1 92 19 1 0 0 0 1 0 0 0 0 0 0 0 114 17:00 0 132 26 1 0 0 0 0 0 0 0 0 0 0 0 159 -----------------------------------------------------------------------------------------------------------Hour Total 2 402 95 5 3 0 0 1 1 1 0 0 0 0 0 510

149

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4B Site ID: 000000020167 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: D0816009.prn City: 16-221 AW Max County: 30.16283, -81.38580

Total

-----------------------------------------------------------------------------------------------------------17:15 0 99 9 0 0 0 0 0 1 0 0 0 0 0 0 109 17:30 1 80 24 0 2 0 0 0 0 0 0 0 0 0 0 107 17:45 1 83 21 0 0 0 0 0 0 0 0 0 0 0 0 105 18:00 0 93 17 0 0 0 0 0 0 0 0 0 0 0 0 110 -----------------------------------------------------------------------------------------------------------Hour Total 2 355 71 0 2 0 0 0 1 0 0 0 0 0 0 431 18:15 1 69 19 0 0 0 0 0 0 0 0 0 0 0 0 89 18:30 0 88 20 0 0 0 0 0 0 0 0 0 0 0 0 108 18:45 1 67 18 0 0 0 0 0 0 0 0 0 0 0 0 86 19:00 0 70 13 0 0 0 0 0 0 0 0 0 0 0 0 83 -----------------------------------------------------------------------------------------------------------Hour Total 2 294 70 0 0 0 0 0 0 0 0 0 0 0 0 366 19:15 0 63 11 0 0 0 0 0 0 0 0 0 0 0 0 74 19:30 0 74 14 0 0 0 0 0 0 0 0 0 0 0 0 88 19:45 0 67 10 0 0 0 0 0 0 0 0 0 0 0 0 77 20:00 0 33 9 0 0 0 0 0 0 0 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 0 237 44 0 0 0 0 0 0 0 0 0 0 0 0 281 20:15 0 58 9 0 0 0 0 0 0 0 0 0 0 0 0 67 20:30 0 66 22 0 1 0 0 0 0 0 0 0 0 0 0 89 20:45 0 43 8 0 0 0 0 0 0 0 0 0 0 0 0 51 21:00 0 19 4 0 0 0 0 0 0 0 0 0 0 0 0 23 -----------------------------------------------------------------------------------------------------------Hour Total 0 186 43 0 1 0 0 0 0 0 0 0 0 0 0 230 21:15 0 26 6 0 0 0 0 0 0 0 0 0 0 0 0 32 21:30 1 17 0 0 0 0 0 0 0 0 0 0 0 0 0 18 21:45 0 19 6 0 0 0 0 0 0 0 0 0 0 0 0 25 22:00 2 12 5 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 3 74 17 0 0 0 0 0 0 0 0 0 0 0 0 94 22:15 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 14 22:30 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 12 22:45 0 12 1 0 0 1 0 0 0 0 0 0 0 0 0 14 23:00 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 44 6 0 0 1 0 0 0 0 0 0 0 0 0 51 23:15 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 23:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 24:00 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 1 0 1 0 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------DAY TOTAL 15 5048 1285 41 55 53 5 13 11 3 0 0 0 0 0 6529 PERCENTS 0.3% 77.4% 19.7% 0.7% 0.9% 0.8% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.2% Trucks & Buses 2.7% AM Times AM Peaks

05:30 07:45 08:45 06:45 09:30 09:45 10:30 11:00 07:30 09:15 1 575 124 10 9 12 1 4 2 1

07:45 710

PM Times PM Peaks

17:30 16:30 14:30 13:15 12:15 12:15 12:45 12:30 12:15 12:30 3 412 110 11 8 6 2 3 2 1

16:15 510

=================================================================================================================== GRAND TOTAL 33 3879 185 6 35 0 0 0 15101 134 114 38 5 0 0 19530 PERCENTS 0.2% 77.4% 19.9% 0.7% 1.0% 0.6% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

150

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------00:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:30 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 6 0 1 0 0 0 0 0 0 0 0 0 0 0 8 06:15 0 3 3 0 1 0 0 0 0 0 0 0 0 0 0 7 06:30 1 19 5 0 0 0 0 0 0 0 0 0 0 0 0 25 06:45 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 07:00 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 3 31 11 1 1 0 0 0 0 0 0 0 0 0 0 47 07:15 2 13 3 0 0 0 0 0 0 0 0 0 0 0 0 18 07:30 1 55 8 0 1 1 0 0 0 0 0 0 0 0 0 66 07:45 10 55 10 10 1 0 0 0 0 1 0 1 0 0 0 88 08:00 3 32 7 0 0 0 0 0 1 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 16 155 28 10 2 1 0 0 1 1 0 1 0 0 0 215 08:15 08:30 08:45 09:00

6 4 2 1

89 89 64 20

14 16 5 2

0 5 1 1

1 0 0 0

0 0 0 0

2 0 0 0

0 0 0 0

151

2 1 0 0

0 0 0 0

1 0 0 0

1 1 0 0

0 0 0 0

116 116 72 24

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 13 262 37 7 1 0 2 0 3 0 0 1 2 0 0 328 09:15 2 19 10 0 1 2 0 0 1 0 0 0 0 0 0 35 09:30 1 35 4 0 0 0 0 0 0 0 0 0 0 0 0 40 09:45 0 44 6 0 0 0 0 0 0 0 0 0 0 0 0 50 10:00 2 25 9 0 1 0 0 0 0 0 0 0 0 0 0 37 -----------------------------------------------------------------------------------------------------------Hour Total 5 123 29 0 2 2 0 0 1 0 0 0 0 0 0 162 10:15 2 26 5 0 0 0 0 0 0 0 0 0 0 0 0 33 10:30 0 25 3 0 0 1 0 0 0 0 0 0 0 0 0 29 10:45 4 42 9 0 1 0 0 1 1 0 0 0 0 0 0 58 11:00 1 28 9 0 0 0 0 0 0 1 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 7 121 26 0 1 1 0 1 1 1 0 0 0 0 0 159 11:15 0 31 7 0 0 0 0 0 0 0 0 0 0 0 0 38 11:30 0 18 5 0 0 1 0 1 0 0 0 0 0 0 0 25 11:45 0 39 11 0 0 0 0 0 0 0 0 0 0 0 0 50 12:00 0 30 6 0 0 0 0 0 0 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 0 118 29 0 0 1 0 1 0 0 0 0 0 0 0 149 12:15 0 26 5 0 0 0 0 0 0 0 0 0 0 0 0 31 12:30 0 23 8 0 1 0 0 0 1 0 0 0 0 0 0 33 12:45 0 31 5 0 0 0 0 0 0 0 0 0 0 0 0 36 13:00 0 28 7 0 0 0 0 0 1 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 0 108 25 0 1 0 0 0 2 0 0 0 0 0 0 136 13:15 0 17 6 0 0 0 0 0 0 0 0 0 0 0 0 23 13:30 0 25 3 0 0 0 0 0 0 0 0 0 0 0 0 28 13:45 0 18 1 0 0 1 0 0 0 0 0 0 0 0 0 20 14:00 0 21 7 0 1 0 0 0 0 0 0 0 0 0 0 29 -----------------------------------------------------------------------------------------------------------Hour Total 0 81 17 0 1 1 0 0 0 0 0 0 0 0 0 100 14:15 0 56 11 8 3 0 0 0 0 0 0 0 0 0 0 78 14:30 0 34 8 1 1 1 0 0 0 0 0 0 0 0 0 45 14:45 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 15:00 0 29 10 0 1 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 0 137 32 9 5 1 0 0 0 0 0 0 0 0 0 184 15:15 0 91 6 5 1 0 0 0 0 0 0 0 0 0 0 103 15:30 1 59 11 0 2 0 0 0 0 0 0 0 0 0 0 73 15:45 0 34 13 1 0 0 0 2 0 0 0 0 0 0 0 50 16:00 1 40 9 2 1 0 0 0 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 2 224 39 8 4 0 0 2 0 0 0 0 0 0 0 279 16:15 0 54 2 0 0 0 0 0 0 0 0 0 0 0 0 56 16:30 1 44 10 1 1 0 0 0 0 0 0 0 0 0 0 57 16:45 0 28 9 1 0 0 0 0 0 0 0 0 0 0 0 38 17:00 0 26 5 0 0 0 0 0 0 0 0 0 0 0 0 31 -----------------------------------------------------------------------------------------------------------Hour Total 1 152 26 2 1 0 0 0 0 0 0 0 0 0 0 182

152

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------17:15 0 31 11 0 0 0 0 0 0 0 0 0 0 0 0 42 17:30 0 31 9 0 0 0 0 0 0 0 0 0 0 0 0 40 17:45 0 29 3 0 0 0 0 0 0 0 0 0 0 0 0 32 18:00 0 29 5 0 0 0 0 0 0 0 0 0 0 0 0 34 -----------------------------------------------------------------------------------------------------------Hour Total 0 120 28 0 0 0 0 0 0 0 0 0 0 0 0 148 18:15 0 35 3 0 0 0 0 0 0 0 0 0 0 0 0 38 18:30 0 18 2 0 0 0 0 0 0 0 0 0 0 0 0 20 18:45 0 37 5 0 0 0 0 0 0 0 0 0 0 0 0 42 19:00 0 53 11 0 0 0 0 0 0 0 0 0 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 0 143 21 0 0 0 0 0 0 0 0 0 0 0 0 164 19:15 0 41 3 0 0 0 0 0 0 0 0 0 0 0 0 44 19:30 2 18 1 0 0 0 0 0 0 0 0 0 0 0 0 21 19:45 0 32 5 0 0 0 0 0 0 0 0 0 0 0 0 37 20:00 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 -----------------------------------------------------------------------------------------------------------Hour Total 2 111 10 0 0 0 0 0 0 0 0 0 0 0 0 123 20:15 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 7 20:30 0 39 7 0 0 0 0 0 0 0 0 0 0 0 0 46 20:45 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 21:00 0 15 2 0 0 0 0 1 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 1 69 10 0 0 0 0 1 0 0 0 0 0 0 0 81 21:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 21:30 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 3 21:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 4 0 0 0 0 1 0 0 0 0 0 0 0 14 22:15 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 23:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 23:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------DAY TOTAL 52 1981 376 38 19 7 2 6 8 2 0 2 2 0 0 2495 PERCENTS 2.1% 79.4% 15.1% 1.6% 0.8% 0.3% 0.1% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.5% Trucks & Buses 3.4% AM Times AM Peaks

07:45 08:00 07:45 07:45 07:30 08:30 07:30 10:45 07:45 07:00 23 274 47 15 3 2 2 2 4 1

PM Times PM Peaks

19:30 15:15 15:00 13:45 13:45 13:45 3 224 40 9 5 2

15:00 12:15 2 2

153

07:30 07:45 2 2

07:45 363 15:15 279

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------00:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 1 0 1 0 0 0 0 0 0 0 0 0 4 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 05:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 06:15 0 15 3 0 1 0 0 0 0 0 0 0 0 0 0 19 06:30 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 06:45 0 5 2 1 0 1 0 0 0 0 0 0 0 0 0 9 07:00 0 12 1 1 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 41 7 2 1 1 0 0 0 0 0 0 0 0 0 52 07:15 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 07:30 0 35 9 0 2 0 0 0 0 0 0 0 0 0 0 46 07:45 0 57 7 12 2 0 0 0 0 0 0 0 0 0 0 78 08:00 0 40 3 0 0 0 0 0 0 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 0 147 24 12 4 0 0 0 0 0 0 0 0 0 0 187 08:15 08:30 08:45 09:00

0 0 0 0

97 113 81 40

19 14 16 8

1 3 1 0

1 0 2 0

0 0 1 0

0 0 0 0

154

0 0 0 0

118 130 101 48

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 0 331 57 5 3 1 0 0 0 0 0 0 0 0 0 397 09:15 0 25 4 0 0 2 0 0 0 0 0 0 0 0 0 31 09:30 1 35 10 0 0 0 0 0 0 0 0 0 0 0 0 46 09:45 1 34 9 0 0 1 0 0 0 0 0 0 0 0 0 45 10:00 1 23 5 0 1 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 3 117 28 0 1 3 0 0 0 0 0 0 0 0 0 152 10:15 0 32 4 0 1 0 1 0 1 0 0 0 0 0 0 39 10:30 0 20 8 0 1 0 0 0 0 0 0 0 0 0 0 29 10:45 0 17 6 0 0 1 0 0 0 0 1 0 0 0 0 25 11:00 0 15 3 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 0 84 21 0 2 1 1 0 1 0 1 0 0 0 0 111 11:15 0 14 5 0 0 1 0 0 0 0 0 0 0 0 0 20 11:30 0 22 4 0 0 0 0 0 0 0 0 0 0 0 0 26 11:45 1 48 9 0 0 0 0 0 0 0 0 0 0 0 0 58 12:00 0 26 6 0 0 1 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 1 110 24 0 0 2 0 0 0 0 0 0 0 0 0 137 12:15 0 23 5 0 0 0 0 0 0 0 0 0 0 0 0 28 12:30 0 14 1 0 1 0 0 0 0 0 0 0 0 0 0 16 12:45 1 32 11 0 0 0 0 1 0 0 0 0 0 0 0 45 13:00 0 21 5 0 1 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 1 90 22 0 2 0 0 1 0 0 0 0 0 0 0 116 13:15 0 55 6 8 3 0 0 0 1 0 0 0 0 0 0 73 13:30 0 25 3 1 0 0 0 0 0 0 0 0 0 0 0 29 13:45 0 22 7 0 1 0 0 0 0 0 0 0 0 0 0 30 14:00 0 43 7 0 1 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 145 23 9 5 0 0 0 1 0 0 0 0 0 0 183 14:15 1 80 14 4 2 0 0 0 0 0 0 0 0 0 0 101 14:30 0 39 7 0 0 1 0 0 0 0 0 0 0 0 0 47 14:45 0 21 6 1 0 0 0 0 0 0 0 0 0 0 0 28 15:00 0 26 4 2 0 0 0 0 1 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 1 166 31 7 2 1 0 0 1 0 0 0 0 0 0 209 15:15 0 32 8 1 1 0 0 0 0 0 0 0 0 0 0 42 15:30 1 35 5 0 0 0 0 0 0 0 0 0 0 0 0 41 15:45 0 39 6 0 0 0 0 0 0 0 0 0 0 0 0 45 16:00 0 33 11 0 1 0 0 0 0 0 0 0 0 0 0 45 -----------------------------------------------------------------------------------------------------------Hour Total 1 139 30 1 2 0 0 0 0 0 0 0 0 0 0 173 16:15 0 29 7 0 0 0 0 0 0 0 0 0 0 0 0 36 16:30 0 31 3 0 1 0 0 0 0 0 0 0 0 0 0 35 16:45 0 27 3 0 0 0 0 0 0 0 0 0 0 0 0 30 17:00 0 42 5 0 0 0 0 0 0 0 0 0 0 0 0 47 -----------------------------------------------------------------------------------------------------------Hour Total 0 129 18 0 1 0 0 0 0 0 0 0 0 0 0 148

155

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------17:15 0 42 12 0 1 0 0 0 0 0 0 0 0 0 0 55 17:30 0 28 2 0 1 0 0 1 0 0 0 0 0 0 0 32 17:45 0 23 6 0 0 0 0 0 0 0 0 0 0 0 0 29 18:00 1 21 4 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 1 114 24 0 2 0 0 1 0 0 0 0 0 0 0 142 18:15 0 28 3 0 0 0 0 0 0 0 0 0 0 0 0 31 18:30 2 42 14 0 0 0 0 0 0 0 0 0 0 0 0 58 18:45 0 37 2 0 0 0 0 0 0 0 0 0 0 0 0 39 19:00 0 21 2 0 0 0 0 0 0 0 0 0 0 0 0 23 -----------------------------------------------------------------------------------------------------------Hour Total 2 128 21 0 0 0 0 0 0 0 0 0 0 0 0 151 19:15 0 21 4 0 0 0 0 0 0 0 0 0 0 0 0 25 19:30 0 21 3 0 0 0 0 0 0 0 0 0 0 0 0 24 19:45 0 19 2 0 0 0 0 0 0 0 0 0 0 0 0 21 20:00 0 23 3 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 84 12 0 0 0 0 0 0 0 0 0 0 0 0 96 20:15 0 19 3 0 0 0 0 0 0 0 0 0 0 0 0 22 20:30 1 12 3 0 0 0 0 0 0 0 0 0 0 0 0 16 20:45 0 16 1 0 0 0 0 0 0 0 0 0 0 0 0 17 21:00 0 14 4 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 1 61 11 0 0 0 0 0 0 0 0 0 0 0 0 73 21:15 0 14 3 0 0 0 0 0 1 0 0 0 0 0 0 18 21:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 21:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 24 5 0 0 0 0 0 1 0 0 0 0 0 0 30 22:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------DAY TOTAL 11 1929 360 37 25 10 1 3 4 0 1 0 0 0 0 2381 PERCENTS 0.5% 81.1% 15.2% 1.6% 1.0% 0.4% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.5% Trucks & Buses 3.4% AM Times AM Peaks

09:15 08:00 08:15 07:45 07:30 08:30 09:30 01:45 09:30 3 331 57 16 5 3 1 1 1

PM Times PM Peaks

17:45 13:45 13:45 12:45 12:30 13:45 3 184 35 9 5 1

12:15 12:30 1 1

156

10:00 1

08:15 397 13:45 229

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------00:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 05:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 05:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 06:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 1 1 0 0 0 0 0 0 0 0 0 0 7 06:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 06:30 0 10 3 1 0 1 0 0 0 0 0 0 0 0 0 15 06:45 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 07:00 0 9 4 1 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 30 9 2 0 1 0 0 0 0 0 0 0 0 0 42 07:15 1 13 1 0 0 0 0 0 0 0 0 0 0 0 0 15 07:30 0 32 9 0 2 0 0 1 0 0 0 0 0 0 0 44 07:45 0 73 9 11 2 0 0 0 0 0 0 0 0 0 0 95 08:00 1 29 11 0 0 0 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------Hour Total 2 147 30 11 4 0 0 1 0 0 0 0 0 0 0 195 08:15 08:30 08:45 09:00

0 1 0 0

91 124 44 25

17 21 6 5

0 3 3 0

1 0 0 0

0 1 0 0

0 0 0 0

157

0 1 0 0

0 0 0 0

109 151 53 30

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 1 284 49 6 1 1 0 0 1 0 0 0 0 0 0 343 09:15 0 13 5 0 1 1 0 0 0 0 0 0 0 0 0 20 09:30 0 38 7 0 0 0 0 0 0 0 0 0 0 0 0 45 09:45 0 46 5 0 0 0 0 0 0 0 0 0 0 0 0 51 10:00 1 23 9 0 0 0 0 0 0 0 0 0 0 0 0 33 -----------------------------------------------------------------------------------------------------------Hour Total 1 120 26 0 1 1 0 0 0 0 0 0 0 0 0 149 10:15 0 26 9 0 1 0 0 0 0 0 0 0 0 0 0 36 10:30 0 18 6 0 0 0 1 0 0 0 0 0 0 0 0 25 10:45 0 45 9 0 0 0 0 0 0 0 0 0 0 0 0 54 11:00 1 23 8 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------Hour Total 1 112 32 0 1 0 1 0 0 0 0 0 0 0 0 147 11:15 0 24 3 0 0 1 0 0 0 0 0 0 0 0 0 28 11:30 0 25 5 0 0 0 0 0 1 0 0 0 0 0 0 31 11:45 0 29 8 0 0 0 0 0 0 0 0 0 0 0 0 37 12:00 0 32 3 0 1 0 0 0 0 0 0 0 0 0 0 36 -----------------------------------------------------------------------------------------------------------Hour Total 0 110 19 0 1 1 0 0 1 0 0 0 0 0 0 132 12:15 0 27 11 0 1 0 0 0 0 0 0 0 0 0 0 39 12:30 0 31 4 0 0 0 0 0 0 0 0 0 0 0 0 35 12:45 0 28 3 0 2 0 0 0 0 0 0 0 0 0 0 33 13:00 0 22 6 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------Hour Total 0 108 24 0 3 0 0 0 0 0 0 0 0 0 0 135 13:15 0 17 2 0 0 0 0 0 0 0 0 0 0 0 0 19 13:30 0 18 6 0 0 0 0 1 0 0 0 0 0 0 0 25 13:45 0 17 8 0 0 0 0 0 0 0 0 0 0 0 0 25 14:00 0 19 4 0 1 0 0 0 0 0 0 0 0 0 0 24 -----------------------------------------------------------------------------------------------------------Hour Total 0 71 20 0 1 0 0 1 0 0 0 0 0 0 0 93 14:15 0 59 9 8 3 0 0 0 0 0 0 0 0 0 0 79 14:30 0 25 2 1 0 0 0 0 0 0 0 0 0 0 0 28 14:45 1 18 6 0 0 0 0 0 0 0 0 0 0 0 0 25 15:00 0 37 12 0 1 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 1 139 29 9 4 0 0 0 0 0 0 0 0 0 0 182 15:15 1 79 16 5 3 0 0 1 0 0 0 0 0 0 0 105 15:30 1 61 11 0 1 0 0 1 0 0 0 0 0 0 0 75 15:45 0 44 4 1 0 0 0 0 1 0 0 0 0 0 0 50 16:00 0 56 9 2 0 1 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 2 240 40 8 4 1 0 2 1 0 0 0 0 0 0 298 16:15 0 50 4 0 0 0 0 0 0 0 0 0 0 0 0 54 16:30 0 40 7 1 0 0 0 0 0 0 0 0 0 0 0 48 16:45 0 25 3 0 1 0 0 0 0 0 0 0 0 0 0 29 17:00 0 33 9 0 0 0 0 0 0 0 0 0 0 0 0 42 -----------------------------------------------------------------------------------------------------------Hour Total 0 148 23 1 1 0 0 0 0 0 0 0 0 0 0 173

158

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 4C Site ID: 000000009369 Location: Landrum Lane EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.16445, -81.38714

Total

-----------------------------------------------------------------------------------------------------------17:15 0 51 6 0 0 0 0 0 0 0 0 0 0 0 0 57 17:30 0 30 2 0 0 0 0 0 0 0 0 0 0 0 0 32 17:45 0 37 2 0 0 0 0 0 0 0 0 0 0 0 0 39 18:00 0 19 7 0 1 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 137 17 0 1 0 0 0 0 0 0 0 0 0 0 155 18:15 0 30 3 0 0 0 0 0 0 0 0 0 0 0 0 33 18:30 0 66 15 0 0 0 0 0 0 0 0 0 0 0 0 81 18:45 0 53 14 0 0 0 0 0 0 0 0 0 0 0 0 67 19:00 0 23 4 0 0 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 0 172 36 0 0 0 0 0 0 0 0 0 0 0 0 208 19:15 0 36 2 0 0 0 0 0 0 0 0 0 0 0 0 38 19:30 0 15 2 0 0 0 0 0 0 0 0 0 0 0 0 17 19:45 1 16 4 0 0 0 0 0 0 0 0 0 0 0 0 21 20:00 0 14 3 0 0 0 0 0 0 0 0 0 0 0 0 17 -----------------------------------------------------------------------------------------------------------Hour Total 1 81 11 0 0 0 0 0 0 0 0 0 0 0 0 93 20:15 1 11 1 0 0 0 0 0 0 0 0 0 0 0 0 13 20:30 0 39 7 0 0 0 0 0 0 0 0 0 0 0 0 46 20:45 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 21:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 1 65 10 0 0 0 0 0 0 0 0 0 0 0 0 76 21:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 21:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 21:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 3 0 0 0 0 0 0 0 0 0 0 0 0 12 22:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 24:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------DAY TOTAL 10 1994 381 38 23 5 1 4 3 0 0 0 0 0 0 2459 PERCENTS 0.5% 81.1% 15.5% 1.6% 0.9% 0.2% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.9% Trucks & Buses 3.0% AM Times AM Peaks

07:15 07:45 07:45 07:45 07:30 08:30 09:45 06:45 07:45 2 317 58 14 5 2 1 1 1

07:45 396

PM Times PM Peaks

14:45 15:15 14:45 13:45 14:45 15:15 3 240 45 9 5 1

15:15 298

14:45 15:00 2 1

=================================================================================================================== GRAND TOTAL 73 1117 67 4 15 1 2 0 5904 113 22 13 2 2 0 7335 PERCENTS 1.0% 80.5% 15.3% 1.6% 1.0% 0.3% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

159

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 01:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 02:15 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 02:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 4 0 0 0 0 0 1 0 0 0 0 0 0 0 5 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 4 0 0 0 0 1 0 0 0 0 0 0 0 10 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 04:45 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 05:00 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 05:15 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 19 05:30 0 12 8 0 0 1 0 0 1 0 0 0 0 0 0 22 05:45 0 13 2 0 1 0 0 0 0 0 0 0 0 0 0 16 06:00 0 36 6 0 0 1 0 0 0 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 0 73 23 0 1 2 0 0 1 0 0 0 0 0 0 100 06:15 1 30 6 0 1 1 0 0 0 0 0 0 0 0 0 39 06:30 1 55 16 4 1 1 0 0 0 0 0 0 0 0 0 78 06:45 0 60 19 4 1 4 0 0 0 0 0 0 0 0 0 88 07:00 0 79 32 2 1 1 1 1 1 0 0 0 0 0 0 118 -----------------------------------------------------------------------------------------------------------Hour Total 2 224 73 10 4 7 1 1 1 0 0 0 0 0 0 323 07:15 0 115 39 2 2 1 0 0 1 0 0 0 0 0 0 160 07:30 0 139 32 1 3 0 0 0 0 0 0 0 0 0 0 175 07:45 2 168 71 0 2 0 0 0 0 0 0 3 0 0 0 246 08:00 1 210 59 2 5 0 0 1 1 0 0 0 0 0 0 279 -----------------------------------------------------------------------------------------------------------Hour Total 3 632 201 5 12 1 0 1 2 0 0 3 0 0 0 860 08:15 08:30 08:45 09:00

1 0 4 0

191 177 144 169

63 67 73 75

4 0 1 0

3 3 1 2

0 0 0 2

2 0 0 0

0 0 0 0

160

0 0 0 2

0 0 0 0

0 1 0 1

0 0 0 0

264 248 223 251

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 5 681 278 5 9 2 2 0 2 0 2 0 0 0 0 986 09:15 3 150 52 1 5 0 0 1 0 0 0 0 0 0 0 212 09:30 1 120 54 1 6 1 0 0 0 0 0 0 0 0 0 183 09:45 1 111 51 0 6 0 0 2 1 0 0 0 0 0 0 172 10:00 0 116 36 1 3 2 0 1 0 1 0 0 0 0 0 160 -----------------------------------------------------------------------------------------------------------Hour Total 5 497 193 3 20 3 0 4 1 1 0 0 0 0 0 727 10:15 0 96 19 2 4 1 0 0 3 0 0 0 0 0 0 125 10:30 0 95 39 0 3 2 0 0 1 0 0 0 0 0 0 140 10:45 1 92 30 0 2 1 0 3 0 0 0 0 0 0 0 129 11:00 0 100 42 0 0 3 0 0 0 0 0 0 0 0 0 145 -----------------------------------------------------------------------------------------------------------Hour Total 1 383 130 2 9 7 0 3 4 0 0 0 0 0 0 539 11:15 0 92 38 2 4 0 0 0 1 0 0 0 0 0 0 137 11:30 1 93 45 0 3 1 1 2 0 0 0 0 0 0 0 146 11:45 0 101 43 0 1 4 0 1 0 0 0 0 0 0 0 150 12:00 0 111 34 0 1 2 0 0 1 0 0 0 0 0 0 149 -----------------------------------------------------------------------------------------------------------Hour Total 1 397 160 2 9 7 1 3 2 0 0 0 0 0 0 582 12:15 0 96 25 1 2 1 0 0 1 0 0 0 0 0 0 126 12:30 0 103 42 1 2 3 0 1 0 0 0 0 0 0 0 152 12:45 0 90 33 0 0 0 0 1 0 0 0 0 0 0 0 124 13:00 0 90 31 3 2 2 0 0 1 0 0 0 0 0 0 129 -----------------------------------------------------------------------------------------------------------Hour Total 0 379 131 5 6 6 0 2 2 0 0 0 0 0 0 531 13:15 0 79 23 0 2 0 0 0 0 1 0 0 0 0 0 105 13:30 1 93 33 5 1 1 0 1 1 0 0 0 0 0 0 136 13:45 0 84 37 7 4 0 0 1 0 0 0 0 0 0 0 133 14:00 1 105 28 2 1 2 0 0 0 0 0 0 0 0 0 139 -----------------------------------------------------------------------------------------------------------Hour Total 2 361 121 14 8 3 0 2 1 1 0 0 0 0 0 513 14:15 0 107 33 0 1 2 0 0 1 0 0 0 0 0 0 144 14:30 0 93 38 2 3 1 0 0 0 0 0 0 0 0 0 137 14:45 1 92 34 1 1 1 0 2 0 0 1 0 0 0 0 133 15:00 0 107 24 0 1 1 0 1 0 0 0 0 0 0 0 134 -----------------------------------------------------------------------------------------------------------Hour Total 1 399 129 3 6 5 0 3 1 0 1 0 0 0 0 548 15:15 1 134 28 0 1 0 0 2 0 0 0 0 0 0 0 166 15:30 0 83 34 0 2 0 1 0 0 0 0 0 0 0 0 120 15:45 0 87 31 0 0 1 0 0 1 0 0 0 0 0 0 120 16:00 2 143 38 1 1 1 0 0 0 0 0 0 0 0 0 186 -----------------------------------------------------------------------------------------------------------Hour Total 3 447 131 1 4 2 1 2 1 0 0 0 0 0 0 592 16:15 1 197 51 3 1 1 0 0 0 0 0 0 0 0 0 254 16:30 1 121 44 5 3 0 0 1 0 0 0 0 0 0 0 175 16:45 0 114 41 0 0 2 0 1 1 0 0 0 0 0 0 159 17:00 0 120 33 1 0 1 0 1 0 0 0 0 0 0 0 156 -----------------------------------------------------------------------------------------------------------Hour Total 2 552 169 9 4 4 0 3 1 0 0 0 0 0 0 744

161

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 1 134 39 0 0 0 0 0 0 0 0 0 0 0 0 174 17:30 1 152 48 0 1 0 1 0 0 0 0 0 0 0 0 203 17:45 0 141 32 0 1 2 0 0 0 0 0 0 0 0 0 176 18:00 1 137 30 0 1 0 0 0 0 0 0 0 0 0 0 169 -----------------------------------------------------------------------------------------------------------Hour Total 3 564 149 0 3 2 1 0 0 0 0 0 0 0 0 722 18:15 2 117 36 0 0 0 0 0 0 0 0 0 0 0 0 155 18:30 0 125 30 0 0 0 0 1 0 0 0 0 0 0 0 156 18:45 0 127 52 0 0 0 0 0 0 0 0 0 0 0 0 179 19:00 1 110 30 0 0 0 0 0 0 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 3 479 148 0 0 0 0 1 0 0 0 0 0 0 0 631 19:15 1 88 33 0 0 0 0 0 0 0 0 0 0 0 0 122 19:30 0 89 23 0 0 0 0 0 0 0 0 0 0 0 0 112 19:45 0 65 15 0 0 0 0 1 0 0 0 0 0 0 0 81 20:00 1 54 16 0 0 0 0 0 0 0 0 0 0 0 0 71 -----------------------------------------------------------------------------------------------------------Hour Total 2 296 87 0 0 0 0 1 0 0 0 0 0 0 0 386 20:15 0 71 21 0 0 0 0 0 0 0 0 0 0 0 0 92 20:30 0 54 18 0 0 0 0 0 0 0 0 0 0 0 0 72 20:45 0 70 16 0 0 0 0 0 0 0 0 0 0 0 0 86 21:00 0 41 10 0 0 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 236 65 0 0 0 0 0 0 0 0 0 0 0 0 301 21:15 0 28 2 0 0 0 0 0 0 0 0 0 0 0 0 30 21:30 0 36 5 0 1 0 0 0 0 0 0 0 0 0 0 42 21:45 0 32 2 0 0 0 0 0 0 0 0 0 0 0 0 34 22:00 0 17 5 0 0 0 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 0 113 14 0 1 0 0 0 0 0 0 0 0 0 0 128 22:15 0 13 4 0 0 0 0 0 0 0 0 0 0 0 0 17 22:30 0 14 3 0 0 0 0 0 0 0 0 0 0 0 0 17 22:45 0 13 3 0 0 0 0 0 0 0 0 0 0 0 0 16 23:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 51 11 0 0 0 0 0 0 0 0 0 0 0 0 62 23:15 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 13 23:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 23:45 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 24:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 1 19 8 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------DAY TOTAL 34 6827 2237 59 96 51 6 27 19 2 3 3 0 0 0 9364 PERCENTS 0.4% 73.0% 23.9% 0.7% 1.1% 0.5% 0.0% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.1% Trucks & Buses 2.8% AM Times AM Peaks

08:45 07:45 08:15 06:30 09:15 11:00 07:30 10:45 09:45 09:15 08:15 07:00 8 746 278 12 20 8 2 5 5 1 2 3

07:45 1037

PM Times PM Peaks

15:45 16:00 16:00 13:00 13:00 12:15 14:45 14:30 12:15 12:30 14:00 4 575 174 15 9 6 1 5 2 1 1

16:00 774

162

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 00:45 0 3 1 0 1 0 0 0 0 0 0 0 0 0 0 5 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 14 3 0 1 0 0 0 0 0 0 0 0 0 0 18 01:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 1 8 2 0 1 0 0 0 0 0 0 0 0 0 0 12 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 04:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 04:45 0 6 1 0 0 0 0 1 0 0 0 0 0 0 0 8 05:00 0 3 6 0 1 1 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 10 0 1 1 0 1 0 0 0 0 0 0 0 31 05:15 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 14 05:30 0 8 5 0 0 0 0 0 1 0 0 0 0 0 0 14 05:45 0 14 5 0 0 0 0 0 0 0 0 0 0 0 0 19 06:00 0 36 12 0 0 2 0 0 1 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 70 24 0 0 2 0 0 2 0 0 0 0 0 0 98 06:15 0 34 12 2 0 1 1 0 0 0 0 0 0 0 0 50 06:30 1 50 14 2 1 5 1 0 1 1 0 0 0 0 0 76 06:45 1 59 20 4 1 1 0 0 1 0 0 0 0 0 0 87 07:00 0 91 50 3 2 1 0 0 0 0 0 0 0 0 0 147 -----------------------------------------------------------------------------------------------------------Hour Total 2 234 96 11 4 8 2 0 2 1 0 0 0 0 0 360 07:15 0 106 42 1 2 0 0 0 0 0 0 0 0 0 0 151 07:30 0 148 44 2 2 0 1 0 0 0 0 0 0 0 0 197 07:45 0 175 64 1 5 0 1 0 1 0 0 0 0 0 0 247 08:00 0 195 62 0 4 1 0 1 1 0 0 0 0 0 0 264 -----------------------------------------------------------------------------------------------------------Hour Total 0 624 212 4 13 1 2 1 2 0 0 0 0 0 0 859 08:15 08:30 08:45 09:00

0 1 0 1

170 193 147 158

58 41 59 59

3 0 1 0

4 1 2 3

2 1 1 1

0 0 0 0

1 2 2 0

163

0 2 0 0

0 0 0 0

0 1 1 0

0 0 0 2

0 0 0 0

238 242 213 224

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 668 217 4 10 5 0 5 2 0 2 2 0 0 0 917 09:15 0 155 59 2 4 0 1 2 1 0 0 0 0 0 0 224 09:30 0 140 53 2 4 1 0 0 0 0 0 0 0 0 0 200 09:45 0 98 35 0 0 1 0 0 1 0 0 0 0 0 0 135 10:00 0 101 42 1 1 4 0 1 0 0 0 0 0 0 0 150 -----------------------------------------------------------------------------------------------------------Hour Total 0 494 189 5 9 6 1 3 2 0 0 0 0 0 0 709 10:15 1 83 30 0 3 2 0 1 0 0 0 0 0 0 0 120 10:30 2 89 26 0 1 1 0 2 0 0 0 0 0 0 0 121 10:45 0 82 44 0 0 3 0 1 1 0 0 0 0 0 0 131 11:00 0 78 27 0 0 2 0 0 1 0 0 0 0 0 0 108 -----------------------------------------------------------------------------------------------------------Hour Total 3 332 127 0 4 8 0 4 2 0 0 0 0 0 0 480 11:15 0 68 31 1 1 2 0 1 0 0 0 0 0 0 0 104 11:30 1 99 26 3 1 0 0 0 0 0 2 0 0 0 0 132 11:45 0 81 32 0 0 0 0 0 0 0 0 0 0 0 0 113 12:00 0 84 34 2 3 2 0 0 0 0 0 0 0 0 0 125 -----------------------------------------------------------------------------------------------------------Hour Total 1 332 123 6 5 4 0 1 0 0 2 0 0 0 0 474 12:15 1 96 37 1 1 3 0 0 0 1 0 0 0 0 0 140 12:30 0 105 26 5 2 4 1 0 0 0 0 0 0 0 0 143 12:45 0 88 48 3 2 2 0 1 0 1 0 0 0 0 0 145 13:00 0 109 47 3 0 0 0 0 1 0 0 0 0 0 0 160 -----------------------------------------------------------------------------------------------------------Hour Total 1 398 158 12 5 9 1 1 1 2 0 0 0 0 0 588 13:15 0 93 32 0 0 3 0 0 0 0 0 0 0 0 0 128 13:30 0 84 32 2 1 4 0 0 0 0 0 0 0 0 0 123 13:45 0 111 32 2 0 1 0 0 1 0 0 0 0 0 0 147 14:00 1 79 42 0 1 2 0 1 2 0 0 0 0 0 0 128 -----------------------------------------------------------------------------------------------------------Hour Total 1 367 138 4 2 10 0 1 3 0 0 0 0 0 0 526 14:15 0 124 42 0 2 1 0 0 1 0 0 0 0 0 0 170 14:30 0 114 51 0 2 3 0 0 1 0 0 0 0 0 0 171 14:45 1 104 32 0 0 0 0 0 0 0 0 0 0 0 0 137 15:00 1 183 41 2 1 2 1 1 0 0 0 0 0 0 0 232 -----------------------------------------------------------------------------------------------------------Hour Total 2 525 166 2 5 6 1 1 2 0 0 0 0 0 0 710 15:15 2 168 42 8 1 2 1 0 0 0 0 0 1 0 0 225 15:30 0 114 31 1 0 1 0 0 0 0 0 0 0 0 0 147 15:45 2 125 23 2 1 1 0 0 0 1 0 0 0 0 0 155 16:00 0 133 35 0 2 2 0 0 0 0 0 0 0 0 0 172 -----------------------------------------------------------------------------------------------------------Hour Total 4 540 131 11 4 6 1 0 0 1 0 0 1 0 0 699 16:15 1 109 23 0 3 1 0 1 1 0 0 0 0 0 0 139 16:30 2 118 31 0 1 1 0 1 1 0 0 0 0 0 0 155 16:45 1 119 24 0 0 1 0 1 0 0 0 0 0 0 0 146 17:00 0 120 35 1 0 0 0 0 1 0 0 0 0 0 0 157 -----------------------------------------------------------------------------------------------------------Hour Total 4 466 113 1 4 3 0 3 3 0 0 0 0 0 0 597

164

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 0 143 37 0 1 1 0 0 0 0 0 0 0 0 0 182 17:30 0 126 31 0 1 0 0 0 0 0 0 0 0 0 0 158 17:45 0 153 42 0 0 0 0 0 0 0 0 0 0 0 0 195 18:00 0 167 42 0 1 0 0 0 0 0 0 0 0 0 0 210 -----------------------------------------------------------------------------------------------------------Hour Total 0 589 152 0 3 1 0 0 0 0 0 0 0 0 0 745 18:15 1 149 34 0 0 0 0 0 0 0 0 0 0 0 0 184 18:30 0 142 36 0 0 0 0 0 0 0 0 0 0 0 0 178 18:45 1 114 31 0 1 0 0 0 0 0 0 0 0 0 0 147 19:00 0 122 45 0 0 0 0 1 0 0 0 0 0 0 0 168 -----------------------------------------------------------------------------------------------------------Hour Total 2 527 146 0 1 0 0 1 0 0 0 0 0 0 0 677 19:15 1 77 29 0 1 0 0 0 0 0 0 0 0 0 0 108 19:30 0 65 20 0 1 0 0 0 0 0 0 0 0 0 0 86 19:45 1 73 12 0 0 0 0 0 0 0 0 0 0 0 0 86 20:00 1 58 9 0 0 0 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 3 273 70 0 2 0 0 0 0 0 0 0 0 0 0 348 20:15 0 54 21 0 0 0 0 0 0 0 0 0 0 0 0 75 20:30 0 69 19 0 0 0 0 0 0 0 0 0 0 0 0 88 20:45 0 70 20 0 0 0 0 0 0 0 0 0 0 0 0 90 21:00 0 31 8 0 0 0 0 1 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 0 224 68 0 0 0 0 1 0 0 0 0 0 0 0 293 21:15 0 21 6 0 0 0 0 0 0 0 0 0 0 0 0 27 21:30 0 41 9 0 0 0 0 0 0 0 0 0 0 0 0 50 21:45 0 28 6 0 0 0 0 0 0 0 0 0 0 0 0 34 22:00 0 21 5 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------Hour Total 0 111 26 0 0 0 0 0 0 0 0 0 0 0 0 137 22:15 0 14 7 0 0 0 0 0 0 0 0 0 0 0 0 21 22:30 0 13 3 0 0 0 0 0 0 0 0 0 0 0 0 16 22:45 0 15 4 0 0 0 0 0 0 0 0 0 0 0 0 19 23:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 49 14 0 0 0 0 0 0 0 0 0 0 0 0 63 23:15 0 9 3 0 0 0 0 0 0 0 0 0 0 0 0 12 23:30 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 23:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 24:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 23 6 0 0 0 0 0 0 0 0 0 0 0 0 29 -----------------------------------------------------------------------------------------------------------DAY TOTAL 26 6890 2194 60 74 70 8 23 21 4 4 2 1 0 0 9377 PERCENTS 0.3% 73.5% 23.4% 0.7% 0.8% 0.8% 0.1% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.1% Trucks & Buses 2.8% AM Times AM Peaks

09:45 07:45 08:45 06:15 07:30 10:00 05:45 08:00 07:45 05:45 08:00 08:15 3 733 230 11 15 10 2 6 4 1 2 2

PM Times PM Peaks

15:00 17:45 13:45 15:00 15:45 13:15 14:30 16:00 13:45 12:15 5 611 167 13 7 10 2 3 5 2

165

07:45 991 14:30 1

17:45 767

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 01:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 01:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 4 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 04:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 0 3 7 0 1 1 0 1 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 8 0 1 1 0 1 0 0 0 0 0 0 0 21 05:15 0 14 6 0 0 0 0 0 0 0 0 0 0 0 0 20 05:30 0 15 6 0 0 2 0 0 1 0 0 0 0 0 0 24 05:45 0 20 1 0 0 1 0 0 0 0 0 0 0 0 0 22 06:00 0 27 4 0 1 1 1 1 0 0 0 0 0 0 0 35 -----------------------------------------------------------------------------------------------------------Hour Total 0 76 17 0 1 4 1 1 1 0 0 0 0 0 0 101 06:15 1 29 6 2 0 1 1 0 0 0 0 0 0 0 0 40 06:30 1 45 19 1 2 2 0 0 0 0 0 0 0 0 0 70 06:45 1 74 15 6 0 1 0 0 0 0 0 0 0 0 0 97 07:00 0 65 36 1 0 2 1 0 0 0 0 0 0 0 0 105 -----------------------------------------------------------------------------------------------------------Hour Total 3 213 76 10 2 6 2 0 0 0 0 0 0 0 0 312 07:15 0 113 38 2 2 2 0 0 0 0 0 0 0 0 0 157 07:30 0 137 36 2 3 2 0 1 1 0 0 0 0 0 0 182 07:45 0 187 50 1 8 2 0 0 0 0 0 0 0 0 0 248 08:00 2 209 61 0 3 1 0 0 1 0 0 0 0 0 0 277 -----------------------------------------------------------------------------------------------------------Hour Total 2 646 185 5 16 7 0 1 2 0 0 0 0 0 0 864 08:15 08:30 08:45 09:00

1 1 2 1

167 170 185 174

70 41 61 50

4 0 1 0

3 2 0 1

3 2 3 1

0 1 0 0

2 2 0 2

166

1 0 2 0

0 0 0 0

0 0 1 0

0 0 0 0

251 219 255 229

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 5 696 222 5 6 9 1 6 3 0 1 0 0 0 0 954 09:15 1 155 60 1 2 4 0 0 3 0 0 0 0 0 0 226 09:30 0 120 46 2 6 2 0 3 0 0 0 0 0 0 0 179 09:45 2 111 47 0 2 4 0 1 0 0 0 0 0 0 0 167 10:00 1 91 37 0 1 5 0 0 1 0 0 0 0 0 0 136 -----------------------------------------------------------------------------------------------------------Hour Total 4 477 190 3 11 15 0 4 4 0 0 0 0 0 0 708 10:15 0 129 44 1 3 3 0 0 1 0 0 0 0 0 0 181 10:30 0 111 38 0 2 5 0 2 0 0 0 0 0 0 0 158 10:45 0 108 23 0 3 2 1 1 0 0 0 0 0 0 0 138 11:00 0 105 33 0 2 4 0 1 0 0 1 0 0 0 0 146 -----------------------------------------------------------------------------------------------------------Hour Total 0 453 138 1 10 14 1 4 1 0 1 0 0 0 0 623 11:15 0 66 41 0 0 2 0 1 0 0 0 0 0 0 0 110 11:30 0 86 37 1 1 2 0 0 0 0 0 0 0 0 0 127 11:45 0 93 29 0 1 3 0 0 0 0 0 0 0 0 0 126 12:00 3 98 34 1 3 6 0 1 0 0 0 0 0 0 0 146 -----------------------------------------------------------------------------------------------------------Hour Total 3 343 141 2 5 13 0 2 0 0 0 0 0 0 0 509 12:15 0 93 44 0 0 5 0 0 1 0 0 0 0 0 0 143 12:30 0 88 38 0 1 4 0 0 0 0 0 0 0 0 0 131 12:45 0 93 34 1 1 5 0 1 0 0 0 0 0 0 0 135 13:00 0 114 35 1 3 4 0 0 0 0 0 0 0 0 0 157 -----------------------------------------------------------------------------------------------------------Hour Total 0 388 151 2 5 18 0 1 1 0 0 0 0 0 0 566 13:15 0 68 32 0 0 3 0 3 0 0 0 0 0 0 0 106 13:30 0 89 32 6 4 4 0 0 0 0 0 0 0 0 0 135 13:45 1 91 32 5 4 4 0 0 0 0 0 0 0 0 0 137 14:00 0 77 32 2 1 4 0 2 0 0 0 0 0 0 0 118 -----------------------------------------------------------------------------------------------------------Hour Total 1 325 128 13 9 15 0 5 0 0 0 0 0 0 0 496 14:15 3 114 42 1 2 1 0 0 0 0 0 0 0 0 0 163 14:30 0 103 30 1 1 4 0 0 0 0 0 0 0 0 0 139 14:45 0 84 25 2 2 1 0 0 2 0 0 0 1 0 0 117 15:00 3 101 37 0 0 0 0 0 0 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 6 402 134 4 5 6 0 0 2 0 0 0 1 0 0 560 15:15 1 135 40 0 3 1 1 1 0 0 0 0 0 0 0 182 15:30 2 73 16 1 0 3 0 0 3 0 0 0 0 0 0 98 15:45 1 114 31 2 1 0 0 1 0 0 0 0 0 0 0 150 16:00 0 172 43 0 0 0 0 0 0 0 0 0 0 0 0 215 -----------------------------------------------------------------------------------------------------------Hour Total 4 494 130 3 4 4 1 2 3 0 0 0 0 0 0 645 16:15 2 194 51 7 3 3 1 1 1 0 0 0 0 0 0 263 16:30 1 136 45 2 1 1 0 0 0 0 0 0 1 0 0 187 16:45 0 137 43 0 2 0 0 0 1 0 0 0 0 0 0 183 17:00 0 124 31 0 1 0 0 0 0 0 0 0 0 0 0 156 -----------------------------------------------------------------------------------------------------------Hour Total 3 591 170 9 7 4 1 1 2 0 0 0 1 0 0 789

167

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5A Site ID: 000000003552 Location: Palm Valley Rd. NB Direction: NORTH Lane: 1 TIME

Page:

File: NB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 0 128 35 0 0 0 0 1 0 0 0 0 0 0 0 164 17:30 0 150 38 0 2 0 0 0 0 0 0 0 0 0 0 190 17:45 0 158 55 0 2 1 0 0 0 0 0 0 0 0 0 216 18:00 2 141 49 0 0 0 0 0 0 0 0 0 0 0 0 192 -----------------------------------------------------------------------------------------------------------Hour Total 2 577 177 0 4 1 0 1 0 0 0 0 0 0 0 762 18:15 0 144 27 0 0 0 0 0 0 0 0 0 0 0 0 171 18:30 0 151 24 0 1 0 0 0 0 0 0 0 0 0 0 176 18:45 2 112 31 0 1 0 0 0 1 0 0 0 0 0 0 147 19:00 1 122 35 0 0 0 0 0 0 0 0 0 0 0 0 158 -----------------------------------------------------------------------------------------------------------Hour Total 3 529 117 0 2 0 0 0 1 0 0 0 0 0 0 652 19:15 0 100 26 0 1 0 0 0 0 0 0 0 0 0 0 127 19:30 0 94 26 0 0 0 0 1 0 0 0 0 0 0 0 121 19:45 1 78 22 0 1 0 0 0 0 0 0 0 0 0 0 102 20:00 0 65 15 0 0 0 0 0 0 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 1 337 89 0 2 0 0 1 0 0 0 0 0 0 0 430 20:15 1 63 23 0 0 0 0 0 0 0 0 0 0 0 0 87 20:30 0 71 29 0 0 0 0 0 0 0 0 0 0 0 0 100 20:45 0 76 19 0 0 0 0 0 0 0 0 0 0 0 0 95 21:00 0 53 10 0 0 0 0 0 0 0 0 0 0 0 0 63 -----------------------------------------------------------------------------------------------------------Hour Total 1 263 81 0 0 0 0 0 0 0 0 0 0 0 0 345 21:15 0 31 6 0 0 0 0 0 0 0 0 0 0 0 0 37 21:30 0 28 12 0 1 0 0 1 0 0 0 0 0 0 0 42 21:45 0 23 6 0 0 0 0 0 0 0 0 0 0 0 0 29 22:00 1 19 1 0 0 0 0 0 0 0 0 0 0 0 0 21 -----------------------------------------------------------------------------------------------------------Hour Total 1 101 25 0 1 0 0 1 0 0 0 0 0 0 0 129 22:15 0 20 4 0 0 0 0 0 0 0 0 0 0 0 0 24 22:30 0 14 6 0 0 0 0 0 0 0 0 0 0 0 0 20 22:45 0 21 3 0 0 0 0 0 0 0 0 0 0 0 0 24 23:00 0 14 4 0 0 0 0 0 0 0 0 0 0 0 0 18 -----------------------------------------------------------------------------------------------------------Hour Total 0 69 17 0 0 0 0 0 0 0 0 0 0 0 0 86 23:15 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 23:30 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 23:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 24:00 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 30 8 0 0 0 0 0 0 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------DAY TOTAL 39 7050 2208 57 92 117 7 31 20 0 2 0 2 0 0 9625 PERCENTS 0.5% 73.3% 23.0% 0.6% 0.9% 1.2% 0.0% 0.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.5% Trucks & Buses 3.4% AM Times AM Peaks

08:00 07:45 08:00 06:45 07:30 09:45 05:30 08:15 08:30 6 733 233 11 17 17 2 6 5

PM Times PM Peaks

15:00 16:00 16:00 13:30 13:00 12:15 14:30 13:15 14:45 7 639 182 14 11 18 1 5 5

08:00 1

08:00 1002 14:00 1

16:00 848

=================================================================================================================== GRAND TOTAL 99 6639 262 21 60 9 3 0 20767 176 238 81 6 5 0 28366 PERCENTS 0.4% 73.3% 23.5% 0.7% 0.9% 0.8% 0.0% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

168

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 00:30 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 00:45 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 1 15 2 0 0 0 0 0 0 0 0 0 0 0 0 18 01:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 05:00 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 7 2 0 0 0 0 0 3 0 0 0 0 0 0 12 05:15 0 4 2 1 0 0 0 0 0 0 0 0 0 0 0 7 05:30 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 05:45 0 13 4 0 0 0 0 0 0 0 0 0 0 0 0 17 06:00 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 11 -----------------------------------------------------------------------------------------------------------Hour Total 0 32 12 1 0 0 0 0 0 0 0 0 0 0 0 45 06:15 0 12 1 1 1 0 0 0 0 0 0 0 0 0 0 15 06:30 1 26 4 0 0 0 0 0 0 0 0 0 0 0 0 31 06:45 0 26 5 0 0 0 0 0 0 0 0 0 0 0 0 31 07:00 0 33 5 1 1 0 0 0 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------Hour Total 1 97 15 2 2 0 0 0 0 0 0 0 0 0 0 117 07:15 0 44 18 0 0 1 0 0 2 0 0 0 0 0 0 65 07:30 0 67 14 0 3 1 0 0 0 0 0 0 0 0 0 85 07:45 0 65 14 7 4 0 0 1 0 0 0 0 0 0 0 91 08:00 0 65 21 0 0 1 0 0 1 0 0 0 0 0 0 88 -----------------------------------------------------------------------------------------------------------Hour Total 0 241 67 7 7 3 0 1 3 0 0 0 0 0 0 329 08:15 08:30 08:45 09:00

0 0 2 0

104 119 121 109

35 38 35 26

0 0 0 5

1 6 1 0

1 1 0 0

0 0 0 0

2 0 0 0

169

0 0 1 0

0 0 0 0

143 164 160 140

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 453 134 5 8 2 0 2 1 0 0 0 0 0 0 607 09:15 1 62 32 2 2 0 0 1 0 0 0 0 0 0 0 100 09:30 0 51 19 0 0 2 0 0 2 0 0 0 0 0 0 74 09:45 0 70 17 0 6 0 0 1 0 0 0 0 0 0 0 94 10:00 0 56 17 0 2 1 0 0 1 0 0 0 0 0 0 77 -----------------------------------------------------------------------------------------------------------Hour Total 1 239 85 2 10 3 0 2 3 0 0 0 0 0 0 345 10:15 0 49 15 0 1 0 0 1 1 0 0 0 0 0 0 67 10:30 0 48 22 0 0 0 0 0 1 0 0 0 0 0 0 71 10:45 0 85 24 2 1 1 0 1 3 0 0 0 0 0 0 117 11:00 1 65 22 0 2 2 0 0 1 0 0 0 0 0 0 93 -----------------------------------------------------------------------------------------------------------Hour Total 1 247 83 2 4 3 0 2 6 0 0 0 0 0 0 348 11:15 0 56 25 0 0 1 0 1 0 0 0 0 0 0 0 83 11:30 1 70 22 1 1 0 0 1 0 0 0 0 0 0 0 96 11:45 1 81 22 0 2 3 0 0 0 0 0 0 0 0 0 109 12:00 0 65 24 0 1 1 0 0 0 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 2 272 93 1 4 5 0 2 0 0 0 0 0 0 0 379 12:15 0 92 25 1 2 0 0 1 0 0 0 0 0 0 0 121 12:30 0 61 30 0 3 1 0 0 0 0 0 0 0 0 0 95 12:45 0 74 14 0 3 2 0 0 2 0 0 0 0 0 0 95 13:00 0 82 25 0 0 0 0 0 1 0 0 0 0 0 0 108 -----------------------------------------------------------------------------------------------------------Hour Total 0 309 94 1 8 3 0 1 3 0 0 0 0 0 0 419 13:15 0 71 23 0 1 1 0 1 0 0 0 0 0 0 0 97 13:30 0 67 20 0 1 0 0 1 0 0 0 0 0 0 0 89 13:45 0 71 17 0 0 2 0 0 0 0 0 0 0 0 0 90 14:00 0 74 20 1 1 2 0 0 1 0 0 0 0 0 0 99 -----------------------------------------------------------------------------------------------------------Hour Total 0 283 80 1 3 5 0 2 1 0 0 0 0 0 0 375 14:15 0 86 27 5 4 0 0 0 1 0 0 0 0 0 0 123 14:30 0 83 20 2 1 1 0 0 1 0 0 0 0 0 0 108 14:45 0 68 10 0 2 1 0 1 1 0 0 0 0 0 0 83 15:00 0 61 20 0 1 0 0 1 0 0 0 0 0 0 0 83 -----------------------------------------------------------------------------------------------------------Hour Total 0 298 77 7 8 2 0 2 3 0 0 0 0 0 0 397 15:15 0 98 30 4 1 0 0 1 1 0 0 0 0 0 0 135 15:30 1 95 38 1 3 2 1 0 1 0 0 0 0 0 0 142 15:45 2 101 38 2 4 0 0 0 1 0 0 0 0 0 0 148 16:00 0 101 28 3 0 1 0 1 0 0 0 0 0 0 0 134 -----------------------------------------------------------------------------------------------------------Hour Total 3 395 134 10 8 3 1 2 3 0 0 0 0 0 0 559 16:15 1 121 33 0 0 0 0 0 1 0 0 0 0 0 0 156 16:30 3 114 33 1 0 0 0 2 0 0 0 0 0 0 0 153 16:45 0 109 29 2 2 1 0 0 0 0 0 0 0 0 0 143 17:00 1 102 38 2 2 0 0 0 0 0 0 0 0 0 0 145 -----------------------------------------------------------------------------------------------------------Hour Total 5 446 133 5 4 1 0 2 1 0 0 0 0 0 0 597

170

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 2 120 47 0 2 0 0 0 0 0 0 0 0 0 0 171 17:30 2 121 36 1 1 0 0 1 1 0 0 0 0 0 0 163 17:45 3 119 39 1 2 0 0 0 1 0 0 0 0 0 0 165 18:00 1 130 33 0 1 0 0 2 0 0 0 0 0 0 0 167 -----------------------------------------------------------------------------------------------------------Hour Total 8 490 155 2 6 0 0 3 2 0 0 0 0 0 0 666 18:15 2 122 41 0 2 1 0 1 0 0 0 0 0 0 0 169 18:30 3 115 24 0 0 1 0 0 1 0 0 0 0 0 0 144 18:45 1 102 23 0 3 0 0 1 0 0 0 0 0 0 0 130 19:00 0 89 30 0 0 0 0 0 0 0 0 0 0 0 0 119 -----------------------------------------------------------------------------------------------------------Hour Total 6 428 118 0 5 2 0 2 1 0 0 0 0 0 0 562 19:15 0 76 13 0 0 0 0 0 0 0 0 0 0 0 0 89 19:30 1 51 23 0 0 0 0 0 0 0 0 0 0 0 0 75 19:45 1 77 16 0 0 0 0 0 0 0 0 0 0 0 0 94 20:00 1 66 12 0 0 0 0 0 0 0 0 0 0 0 0 79 -----------------------------------------------------------------------------------------------------------Hour Total 3 270 64 0 0 0 0 0 0 0 0 0 0 0 0 337 20:15 0 50 15 0 0 0 0 0 0 0 0 0 0 0 0 65 20:30 0 69 16 0 0 0 0 0 0 0 0 0 0 0 0 85 20:45 0 50 4 0 0 0 0 0 0 0 0 0 0 0 0 54 21:00 1 55 6 0 0 0 0 1 0 0 0 0 0 0 0 63 -----------------------------------------------------------------------------------------------------------Hour Total 1 224 41 0 0 0 0 1 0 0 0 0 0 0 0 267 21:15 0 40 4 0 0 0 0 0 0 0 0 0 0 0 0 44 21:30 0 31 5 0 1 0 0 0 0 0 0 0 0 0 0 37 21:45 0 15 3 0 0 0 0 0 0 0 0 0 0 0 0 18 22:00 0 17 2 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 0 103 14 0 1 0 0 0 0 0 0 0 0 0 0 118 22:15 0 18 3 0 0 0 0 0 0 0 0 0 0 0 0 21 22:30 0 19 4 0 0 0 0 0 0 0 0 0 0 0 0 23 22:45 0 7 4 0 0 0 0 0 1 0 0 0 0 0 0 12 23:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 52 13 0 0 0 0 0 1 0 0 0 0 0 0 66 23:15 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 14 23:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 24:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 29 2 0 0 0 0 0 0 0 0 0 0 0 0 31 -----------------------------------------------------------------------------------------------------------DAY TOTAL 34 4942 1421 46 78 32 1 24 31 0 0 0 0 0 0 6609 PERCENTS 0.6% 74.8% 21.6% 0.7% 1.2% 0.4% 0.0% 0.3% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.7% Trucks & Buses 3.2% AM Times AM Peaks

08:30 08:15 08:15 07:00 07:45 11:00 3 453 134 8 11 6

07:30 10:00 3 6

08:15 607

PM Times PM Peaks

17:45 17:30 17:00 15:15 15:00 13:15 14:45 17:30 14:00 9 492 160 10 9 5 1 4 4

17:15 666

171

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 4 2 0 1 0 0 0 0 0 0 0 0 0 0 7 00:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 4 0 1 0 0 0 0 0 0 0 0 0 0 20 01:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 05:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 11 1 0 0 0 0 0 1 0 0 0 0 0 0 13 05:15 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 5 05:30 0 8 3 0 0 1 0 0 0 0 0 0 0 0 0 12 05:45 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 06:00 0 12 3 0 0 0 0 0 0 0 0 0 0 0 0 15 -----------------------------------------------------------------------------------------------------------Hour Total 0 32 7 1 0 1 0 0 0 0 0 0 0 0 0 41 06:15 0 19 4 0 1 0 0 0 0 0 0 0 0 0 0 24 06:30 1 19 4 1 0 1 0 0 0 0 0 0 0 0 0 26 06:45 0 26 10 0 0 1 0 1 1 0 0 0 0 0 0 39 07:00 0 28 6 1 0 1 0 0 2 0 0 0 0 0 0 38 -----------------------------------------------------------------------------------------------------------Hour Total 1 92 24 2 1 3 0 1 3 0 0 0 0 0 0 127 07:15 0 49 16 0 0 0 0 0 0 0 0 0 0 0 0 65 07:30 0 55 21 0 3 0 0 0 0 0 0 0 0 0 0 79 07:45 0 52 15 10 0 0 0 0 0 0 0 0 0 0 0 77 08:00 0 64 16 0 0 1 0 0 0 0 0 0 0 0 0 81 -----------------------------------------------------------------------------------------------------------Hour Total 0 220 68 10 3 1 0 0 0 0 0 0 0 0 0 302 08:15 08:30 08:45 09:00

1 2 1 2

112 121 126 100

31 32 41 27

0 0 1 3

0 2 0 4

0 0 0 0

0 0 2 0

172

1 0 1 0

0 0 0 0

0 0 0 1

0 0 0 0

145 157 172 137

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 6 459 131 4 6 0 0 2 2 0 0 0 1 0 0 611 09:15 0 60 13 2 0 3 0 0 0 0 0 0 0 0 0 78 09:30 0 52 22 0 3 2 0 0 0 0 0 0 0 0 0 79 09:45 2 48 12 0 2 0 0 0 0 0 0 0 0 0 0 64 10:00 1 45 20 0 0 1 0 0 0 0 0 0 0 0 0 67 -----------------------------------------------------------------------------------------------------------Hour Total 3 205 67 2 5 6 0 0 0 0 0 0 0 0 0 288 10:15 0 43 17 0 2 2 0 0 2 0 0 0 0 0 0 66 10:30 0 49 20 2 1 3 0 0 0 0 0 0 0 0 0 75 10:45 2 61 26 0 1 2 0 1 0 0 0 0 0 0 0 93 11:00 0 44 18 0 1 0 0 0 0 0 0 0 0 0 0 63 -----------------------------------------------------------------------------------------------------------Hour Total 2 197 81 2 5 7 0 1 2 0 0 0 0 0 0 297 11:15 0 52 24 0 0 3 0 0 1 0 0 0 0 0 0 80 11:30 0 67 19 0 0 1 1 0 0 0 0 0 0 0 0 88 11:45 0 85 29 0 3 4 0 2 0 0 0 0 0 0 0 123 12:00 0 69 19 0 1 1 0 0 0 0 0 0 0 0 0 90 -----------------------------------------------------------------------------------------------------------Hour Total 0 273 91 0 4 9 1 2 1 0 0 0 0 0 0 381 12:15 0 86 23 0 0 0 0 0 1 0 0 0 0 0 0 110 12:30 0 79 24 0 1 1 1 0 0 0 0 0 0 0 0 106 12:45 0 69 22 1 0 1 0 1 1 0 0 0 0 0 0 95 13:00 1 63 29 1 2 1 0 0 1 0 0 0 0 0 0 98 -----------------------------------------------------------------------------------------------------------Hour Total 1 297 98 2 3 3 1 1 3 0 0 0 0 0 0 409 13:15 1 79 28 4 1 2 0 0 0 0 0 0 0 0 0 115 13:30 0 67 17 2 0 2 0 1 0 0 0 0 0 0 0 89 13:45 0 64 36 0 2 3 0 0 0 0 0 0 0 0 0 105 14:00 0 60 21 0 1 1 0 0 0 0 0 0 0 0 0 83 -----------------------------------------------------------------------------------------------------------Hour Total 1 270 102 6 4 8 0 1 0 0 0 0 0 0 0 392 14:15 1 99 34 3 5 2 0 1 0 0 0 0 0 0 0 145 14:30 0 84 25 1 2 2 0 0 0 0 0 0 0 0 0 114 14:45 1 73 25 1 0 0 0 1 0 0 0 0 0 0 0 101 15:00 0 64 23 3 1 0 0 0 0 0 0 0 0 0 0 91 -----------------------------------------------------------------------------------------------------------Hour Total 2 320 107 8 8 4 0 2 0 0 0 0 0 0 0 451 15:15 1 99 37 1 4 4 0 1 0 0 0 0 0 0 0 147 15:30 0 90 42 1 4 3 0 0 0 0 0 0 0 0 0 140 15:45 0 89 21 0 3 1 0 0 0 0 0 0 0 0 0 114 16:00 3 83 30 4 3 0 0 0 1 0 0 0 0 0 0 124 -----------------------------------------------------------------------------------------------------------Hour Total 4 361 130 6 14 8 0 1 1 0 0 0 0 0 0 525 16:15 0 100 45 2 0 1 0 0 0 0 0 0 0 0 0 148 16:30 2 114 35 0 2 0 0 0 0 0 0 0 0 0 0 153 16:45 2 112 34 1 1 0 0 0 1 0 0 0 0 0 0 151 17:00 1 117 27 0 0 0 0 0 0 0 0 0 0 0 0 145 -----------------------------------------------------------------------------------------------------------Hour Total 5 443 141 3 3 1 0 0 1 0 0 0 0 0 0 597

173

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 2 118 36 0 1 0 0 2 1 0 0 0 0 0 0 160 17:30 4 107 38 0 3 0 0 1 0 0 0 0 0 0 0 153 17:45 0 104 49 0 1 1 1 2 2 0 0 0 0 0 0 160 18:00 2 139 43 0 4 0 0 1 0 0 0 0 0 0 0 189 -----------------------------------------------------------------------------------------------------------Hour Total 8 468 166 0 9 1 1 6 3 0 0 0 0 0 0 662 18:15 0 113 24 0 0 0 0 0 1 0 0 0 0 0 0 138 18:30 2 122 37 0 2 0 0 0 0 0 0 0 0 0 0 163 18:45 0 96 19 0 0 1 0 0 0 0 0 0 0 0 0 116 19:00 1 100 19 0 0 0 0 0 0 0 0 0 0 0 0 120 -----------------------------------------------------------------------------------------------------------Hour Total 3 431 99 0 2 1 0 0 1 0 0 0 0 0 0 537 19:15 1 78 15 0 0 0 0 0 0 0 0 0 0 0 0 94 19:30 0 74 10 0 1 0 0 0 0 0 0 0 0 0 0 85 19:45 0 73 10 0 0 0 0 0 0 0 0 0 0 0 0 83 20:00 0 68 4 0 0 0 0 0 0 0 0 0 0 0 0 72 -----------------------------------------------------------------------------------------------------------Hour Total 1 293 39 0 1 0 0 0 0 0 0 0 0 0 0 334 20:15 2 48 7 0 0 0 0 0 0 0 0 0 0 0 0 57 20:30 0 53 12 0 0 0 0 0 0 0 0 0 0 0 0 65 20:45 0 49 7 0 0 0 0 0 0 0 0 0 0 0 0 56 21:00 0 63 12 0 0 0 0 0 0 0 0 0 0 0 0 75 -----------------------------------------------------------------------------------------------------------Hour Total 2 213 38 0 0 0 0 0 0 0 0 0 0 0 0 253 21:15 0 45 7 0 0 0 0 0 0 0 0 0 0 0 0 52 21:30 0 34 5 0 0 0 0 0 0 0 0 0 0 0 0 39 21:45 0 27 6 0 0 0 0 0 0 0 0 0 0 0 0 33 22:00 0 14 5 0 0 0 0 0 0 0 0 0 0 0 0 19 -----------------------------------------------------------------------------------------------------------Hour Total 0 120 23 0 0 0 0 0 0 0 0 0 0 0 0 143 22:15 0 17 5 0 0 0 0 0 0 0 0 0 0 0 0 22 22:30 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 22:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 23:00 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 -----------------------------------------------------------------------------------------------------------Hour Total 0 52 7 0 0 0 0 0 0 0 0 0 0 0 0 59 23:15 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 23:30 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 23:45 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 24:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 -----------------------------------------------------------------------------------------------------------Hour Total 0 25 5 0 0 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------DAY TOTAL 39 4815 1434 46 70 53 3 17 18 0 0 0 1 0 0 6496 PERCENTS 0.7% 74.2% 22.1% 0.8% 1.0% 0.8% 0.0% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.7% Trucks & Buses 3.2% AM Times AM Peaks

08:15 08:15 08:15 07:00 09:00 11:15 10:45 08:00 06:15 6 459 131 11 9 9 1 2 3

PM Times PM Peaks

16:45 17:45 17:15 12:45 15:15 13:00 12:15 17:15 12:15 9 478 166 8 14 8 1 6 3

174

08:15 1

08:15 611 17:15 662

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 00:45 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 2 0 0 0 0 0 0 0 0 0 0 0 0 17 01:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 4 04:30 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 3 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 9 0 0 1 0 0 1 0 0 0 0 0 0 0 11 05:15 0 4 3 1 0 0 0 0 0 0 0 0 0 0 0 8 05:30 0 4 2 0 0 1 0 0 0 0 0 0 0 0 0 7 05:45 0 6 1 0 1 0 0 0 1 0 0 0 0 0 0 9 06:00 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 0 21 9 1 1 1 0 0 1 0 0 0 0 0 0 34 06:15 0 21 4 1 0 0 0 0 0 0 0 0 0 0 0 26 06:30 0 19 6 0 0 1 0 0 0 0 0 0 0 0 0 26 06:45 0 19 10 0 1 2 0 1 0 0 0 0 0 0 0 33 07:00 0 27 9 1 2 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 0 86 29 2 3 3 0 1 0 0 0 0 0 0 0 124 07:15 0 47 14 0 0 0 0 0 0 0 0 0 0 0 0 61 07:30 1 53 12 0 2 1 0 0 0 0 0 0 0 0 0 69 07:45 0 55 18 9 2 1 0 0 0 0 0 0 0 0 0 85 08:00 1 59 18 0 0 0 0 1 1 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 2 214 62 9 4 2 0 1 1 0 0 0 0 0 0 295 08:15 08:30 08:45 09:00

1 3 3 2

108 107 115 123

36 39 41 35

0 1 1 3

1 2 0 2

1 1 1 2

0 0 1 0

0 2 0 0

175

0 0 1 1

0 0 0 0

147 155 163 168

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 9 453 151 5 5 5 1 2 2 0 0 0 0 0 0 633 09:15 0 59 22 1 2 1 0 1 0 0 0 0 0 0 0 86 09:30 0 70 17 1 0 1 0 0 0 0 0 0 0 0 0 89 09:45 0 66 18 0 2 3 0 0 0 0 0 0 0 0 0 89 10:00 0 52 18 0 1 1 0 0 0 0 0 0 0 0 0 72 -----------------------------------------------------------------------------------------------------------Hour Total 0 247 75 2 5 6 0 1 0 0 0 0 0 0 0 336 10:15 0 53 16 0 0 1 0 0 1 0 0 0 0 0 0 71 10:30 0 53 29 0 3 2 1 0 1 0 0 0 0 0 0 89 10:45 0 82 27 0 0 1 0 0 1 0 0 0 0 0 0 111 11:00 0 56 22 0 2 2 0 0 0 0 0 0 0 0 0 82 -----------------------------------------------------------------------------------------------------------Hour Total 0 244 94 0 5 6 1 0 3 0 0 0 0 0 0 353 11:15 0 65 14 0 1 4 0 0 0 0 0 0 0 0 0 84 11:30 0 64 23 0 4 2 0 0 1 0 0 0 0 0 0 94 11:45 1 56 24 0 0 2 0 0 2 0 0 0 0 0 0 85 12:00 0 78 34 0 2 0 0 1 0 0 0 0 0 0 0 115 -----------------------------------------------------------------------------------------------------------Hour Total 1 263 95 0 7 8 0 1 3 0 0 0 0 0 0 378 12:15 1 66 20 1 1 3 0 0 0 0 0 0 0 0 0 92 12:30 0 77 30 0 3 6 0 0 1 0 0 0 0 0 0 117 12:45 0 70 19 0 0 1 0 3 0 0 0 0 0 0 0 93 13:00 0 66 28 0 2 5 0 0 0 0 0 0 0 0 0 101 -----------------------------------------------------------------------------------------------------------Hour Total 1 279 97 1 6 15 0 3 1 0 0 0 0 0 0 403 13:15 1 70 22 0 0 1 0 0 0 0 0 0 0 0 0 94 13:30 0 67 21 0 2 5 0 1 0 0 0 0 0 0 0 96 13:45 0 63 21 0 1 2 0 0 0 0 0 0 0 0 0 87 14:00 0 63 19 1 0 2 0 0 0 0 0 0 0 0 0 85 -----------------------------------------------------------------------------------------------------------Hour Total 1 263 83 1 3 10 0 1 0 0 0 0 0 0 0 362 14:15 0 87 26 5 1 2 0 0 0 0 0 0 0 0 0 121 14:30 0 83 23 2 0 0 0 1 0 0 0 0 0 0 0 109 14:45 0 80 23 0 0 1 0 0 0 0 0 0 0 0 0 104 15:00 0 70 26 1 0 0 0 0 1 0 0 0 0 0 0 98 -----------------------------------------------------------------------------------------------------------Hour Total 0 320 98 8 1 3 0 1 1 0 0 0 0 0 0 432 15:15 2 101 39 2 1 2 0 0 0 0 0 0 0 0 0 147 15:30 3 90 36 1 3 1 0 2 0 0 0 0 0 0 0 136 15:45 1 102 33 1 3 2 0 0 0 0 0 0 0 0 0 142 16:00 0 106 28 2 2 1 0 1 1 0 0 0 0 0 0 141 -----------------------------------------------------------------------------------------------------------Hour Total 6 399 136 6 9 6 0 3 1 0 0 0 0 0 0 566 16:15 1 99 30 1 5 0 0 0 0 0 0 0 0 0 0 136 16:30 0 116 32 2 0 0 0 0 0 0 0 0 0 0 0 150 16:45 1 112 29 3 2 0 0 0 0 0 0 0 0 0 0 147 17:00 2 111 39 0 5 0 0 0 0 0 0 0 0 0 0 157 -----------------------------------------------------------------------------------------------------------Hour Total 4 438 130 6 12 0 0 0 0 0 0 0 0 0 0 590

176

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5B Site ID: 000000009352 Location: Palm Valley Rd EB Direction: EAST Lane: 1 TIME

Page:

File: EB.prn City: 16-221 AW Max County: 30.14943, -81.37749

Total

-----------------------------------------------------------------------------------------------------------17:15 2 110 40 0 1 0 0 0 0 0 0 0 0 0 0 153 17:30 4 109 32 0 2 2 0 0 1 0 0 0 0 0 0 150 17:45 1 111 32 0 4 0 0 1 0 0 0 0 0 0 0 149 18:00 4 123 43 0 1 0 0 0 1 0 0 0 0 0 0 172 -----------------------------------------------------------------------------------------------------------Hour Total 11 453 147 0 8 2 0 1 2 0 0 0 0 0 0 624 18:15 1 138 30 0 0 1 0 0 0 0 0 0 0 0 0 170 18:30 0 141 41 0 2 0 0 0 1 0 0 0 0 0 0 185 18:45 1 115 27 0 0 0 0 0 0 0 0 0 0 0 0 143 19:00 1 92 19 0 0 0 0 0 1 0 0 0 0 0 0 113 -----------------------------------------------------------------------------------------------------------Hour Total 3 486 117 0 2 1 0 0 2 0 0 0 0 0 0 611 19:15 0 81 14 0 0 0 0 0 0 0 0 0 0 0 0 95 19:30 1 74 9 0 0 0 0 0 0 0 0 0 0 0 0 84 19:45 0 68 12 0 0 0 0 0 0 0 0 0 0 0 0 80 20:00 0 48 16 0 0 0 0 0 0 0 0 0 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 1 271 51 0 0 0 0 0 0 0 0 0 0 0 0 323 20:15 0 67 10 0 0 0 0 1 0 0 0 0 0 0 0 78 20:30 0 77 14 0 0 0 0 0 0 0 0 0 0 0 0 91 20:45 0 47 4 0 0 0 0 0 0 0 0 0 0 0 0 51 21:00 1 39 9 0 0 0 0 0 0 0 0 0 0 0 0 49 -----------------------------------------------------------------------------------------------------------Hour Total 1 230 37 0 0 0 0 1 0 0 0 0 0 0 0 269 21:15 0 50 8 0 0 0 0 0 0 0 0 0 0 0 0 58 21:30 1 45 3 0 0 0 0 1 0 0 0 0 0 0 0 50 21:45 1 38 9 0 0 0 0 0 0 0 0 0 0 0 0 48 22:00 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 2 148 25 0 0 0 0 1 0 0 0 0 0 0 0 176 22:15 0 19 2 0 0 0 0 0 0 0 0 0 0 0 0 21 22:30 0 21 3 0 0 0 0 0 0 0 0 0 0 0 0 24 22:45 0 15 1 0 0 0 0 0 0 0 0 0 0 0 0 16 23:00 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 63 7 0 0 0 0 0 0 0 0 0 0 0 0 70 23:15 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 23:30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 24:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 24 4 0 0 0 0 0 0 0 0 0 0 0 0 28 -----------------------------------------------------------------------------------------------------------DAY TOTAL 42 4942 1451 41 72 68 2 18 17 0 0 0 0 0 0 6653 PERCENTS 0.7% 74.3% 21.9% 0.7% 1.0% 1.0% 0.0% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 96.7% Trucks & Buses 3.2% AM Times AM Peaks

08:15 08:15 08:15 07:00 10:45 11:00 08:00 07:45 10:00 9 453 151 10 7 10 1 3 3

08:15 633

PM Times PM Peaks

17:15 18:00 17:15 13:45 15:30 12:15 11 517 147 8 13 15

17:45 676

12:45 17:15 4 2

=================================================================================================================== GRAND TOTAL 115 4306 220 6 66 0 1 0 14699 133 153 59 0 0 0 19758 PERCENTS 0.6% 74.4% 21.8% 0.7% 1.2% 0.8% 0.0% 0.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

177

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 3 0 0 0 0 1 0 0 0 0 0 0 0 9 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 13 4 0 0 0 0 1 0 0 0 0 0 0 0 18 01:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 04:15 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 04:30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 -----------------------------------------------------------------------------------------------------------Hour Total 0 12 2 0 0 1 0 0 0 0 0 0 0 0 0 15 05:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 05:45 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 06:00 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 06:15 0 8 6 0 0 0 0 0 0 0 0 0 0 0 0 14 06:30 0 17 4 0 1 0 0 0 0 0 0 0 0 0 0 22 06:45 0 25 6 0 0 0 0 0 0 0 0 0 0 0 0 31 07:00 0 27 14 0 0 0 0 0 0 0 0 0 0 0 0 41 -----------------------------------------------------------------------------------------------------------Hour Total 0 77 30 0 1 0 0 0 0 0 0 0 0 0 0 108 07:15 0 42 15 1 0 0 0 0 0 0 0 0 0 0 0 58 07:30 0 65 18 2 1 0 0 0 0 0 0 0 0 0 0 86 07:45 0 66 20 0 1 1 0 0 0 0 0 0 0 0 0 88 08:00 0 56 13 0 0 0 0 0 0 0 0 0 0 0 0 69 -----------------------------------------------------------------------------------------------------------Hour Total 0 229 66 3 2 1 0 0 0 0 0 0 0 0 0 301 08:15 08:30 08:45 09:00

1 2 1 0

90 113 108 102

21 42 27 25

2 0 1 3

0 0 1 1

1 1 0 0

0 0 0 0

178

0 1 0 0

0 0 0 0

115 159 138 131

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 4 413 115 6 2 2 0 0 1 0 0 0 0 0 0 543 09:15 1 58 17 4 0 1 1 0 0 0 0 0 0 0 0 82 09:30 0 35 22 1 0 0 0 1 0 0 0 0 0 0 0 59 09:45 0 28 13 0 0 1 0 0 0 0 0 0 0 0 0 42 10:00 0 39 13 0 0 3 0 0 0 0 0 0 0 0 0 55 -----------------------------------------------------------------------------------------------------------Hour Total 1 160 65 5 0 5 1 1 0 0 0 0 0 0 0 238 10:15 0 38 12 0 0 1 0 0 0 0 0 0 0 0 0 51 10:30 0 29 22 0 0 0 0 1 0 0 0 0 0 0 0 52 10:45 0 35 17 0 1 1 1 0 1 0 0 0 0 0 0 56 11:00 0 37 20 0 3 1 0 0 0 0 0 0 0 0 0 61 -----------------------------------------------------------------------------------------------------------Hour Total 0 139 71 0 4 3 1 1 1 0 0 0 0 0 0 220 11:15 0 30 17 0 2 1 0 0 0 0 0 0 0 0 0 50 11:30 0 43 9 0 0 2 0 0 0 0 0 0 0 0 0 54 11:45 0 45 21 0 1 1 0 0 0 0 0 0 0 0 0 68 12:00 0 52 17 0 1 1 0 0 0 0 0 0 0 0 0 71 -----------------------------------------------------------------------------------------------------------Hour Total 0 170 64 0 4 5 0 0 0 0 0 0 0 0 0 243 12:15 0 58 23 1 0 1 1 1 0 0 0 0 0 0 0 85 12:30 1 45 16 0 0 0 0 0 0 0 0 0 0 0 0 62 12:45 2 49 11 0 1 0 0 0 1 0 0 0 0 0 0 64 13:00 0 48 15 0 0 1 0 0 0 0 0 0 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 3 200 65 1 1 2 1 1 1 0 0 0 0 0 0 275 13:15 0 45 13 0 0 0 0 0 0 0 0 0 0 0 0 58 13:30 0 46 6 0 3 1 0 0 0 0 0 0 0 0 0 56 13:45 1 51 15 0 0 1 1 0 0 0 0 0 0 0 0 69 14:00 0 50 17 0 1 1 0 1 0 0 0 0 0 0 0 70 -----------------------------------------------------------------------------------------------------------Hour Total 1 192 51 0 4 3 1 1 0 0 0 0 0 0 0 253 14:15 1 57 15 0 0 0 0 0 0 0 0 0 0 0 0 73 14:30 0 54 21 0 0 0 0 0 1 0 0 0 0 0 0 76 14:45 0 58 27 1 2 0 0 0 0 0 0 0 0 0 0 88 15:00 1 82 33 1 1 2 1 1 0 0 0 0 0 0 0 122 -----------------------------------------------------------------------------------------------------------Hour Total 2 251 96 2 3 2 1 1 1 0 0 0 0 0 0 359 15:15 0 75 33 0 1 1 0 0 0 0 0 0 0 0 0 110 15:30 0 86 29 1 0 0 0 0 0 0 0 0 0 0 0 116 15:45 0 66 34 4 1 0 0 0 0 0 0 0 0 0 0 105 16:00 0 53 26 1 0 1 0 1 0 0 0 0 0 0 0 82 -----------------------------------------------------------------------------------------------------------Hour Total 0 280 122 6 2 2 0 1 0 0 0 0 0 0 0 413 16:15 0 69 25 0 1 0 0 2 0 0 0 0 0 0 0 97 16:30 0 60 19 0 2 0 0 0 0 0 0 0 0 0 0 81 16:45 0 66 20 1 2 1 0 0 0 0 0 0 0 0 0 90 17:00 0 87 26 4 2 2 0 0 0 0 0 0 0 0 0 121 -----------------------------------------------------------------------------------------------------------Hour Total 0 282 90 5 7 3 0 2 0 0 0 0 0 0 0 389

179

Peggy Malone & Associates CLASSIFICATION SUMMARY Tue 8/16/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------17:15 0 86 35 0 0 0 0 0 1 0 0 0 0 0 0 122 17:30 2 119 37 0 1 1 1 0 0 0 0 0 0 0 0 161 17:45 0 92 40 0 1 0 0 0 0 0 0 0 0 0 0 133 18:00 0 93 32 0 1 0 0 0 0 0 0 0 0 0 0 126 -----------------------------------------------------------------------------------------------------------Hour Total 2 390 144 0 3 1 1 0 1 0 0 0 0 0 0 542 18:15 0 81 22 0 1 1 0 0 0 0 0 0 0 0 0 105 18:30 0 86 20 0 0 0 0 0 0 0 0 0 0 0 0 106 18:45 0 65 18 1 0 0 0 0 0 0 0 0 0 0 0 84 19:00 0 55 15 0 1 0 0 0 0 0 0 0 0 0 0 71 -----------------------------------------------------------------------------------------------------------Hour Total 0 287 75 1 2 1 0 0 0 0 0 0 0 0 0 366 19:15 0 43 12 0 0 0 0 0 0 0 0 0 0 0 0 55 19:30 1 44 13 0 1 0 0 0 0 0 0 0 0 0 0 59 19:45 0 39 7 0 0 0 0 0 0 0 0 0 0 0 0 46 20:00 3 33 10 0 0 0 0 0 0 0 0 0 0 0 0 46 -----------------------------------------------------------------------------------------------------------Hour Total 4 159 42 0 1 0 0 0 0 0 0 0 0 0 0 206 20:15 0 34 8 0 0 0 0 0 0 0 0 0 0 0 0 42 20:30 1 32 8 0 0 0 0 0 0 0 0 0 0 0 0 41 20:45 0 25 6 0 0 0 0 0 0 0 0 0 0 0 0 31 21:00 0 23 4 0 0 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 1 114 26 0 0 0 0 0 0 0 0 0 0 0 0 141 21:15 0 18 4 0 0 0 0 0 0 0 0 0 0 0 0 22 21:30 0 19 2 0 0 0 0 0 0 0 0 0 0 0 0 21 21:45 0 23 3 0 0 0 0 0 0 0 0 0 0 0 0 26 22:00 2 14 3 0 0 0 0 1 0 0 0 0 0 0 0 20 -----------------------------------------------------------------------------------------------------------Hour Total 2 74 12 0 0 0 0 1 0 0 0 0 0 0 0 89 22:15 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 22:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 22:45 0 9 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 -----------------------------------------------------------------------------------------------------------Hour Total 0 38 6 0 0 0 0 0 0 0 0 0 0 0 0 44 23:15 0 8 4 0 0 0 0 0 0 0 0 0 0 0 0 12 23:30 0 12 3 0 0 0 0 1 0 0 0 0 0 0 0 16 23:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 24:00 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 -----------------------------------------------------------------------------------------------------------Hour Total 0 29 10 0 0 0 0 1 0 0 0 0 0 0 0 40 -----------------------------------------------------------------------------------------------------------DAY TOTAL 20 3535 1169 29 37 31 6 11 5 0 0 0 0 0 0 4843 PERCENTS 0.5% 73.0% 24.2% 0.6% 0.7% 0.6% 0.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.5% Trucks & Buses 2.4% AM Times AM Peaks

08:00 08:15 08:15 08:45 10:30 09:15 08:30 00:30 07:45 4 413 115 9 6 5 1 1 1

08:15 543

PM Times PM Peaks

19:15 17:15 17:15 15:00 16:15 16:45 12:15 15:30 12:15 4 390 144 6 7 4 1 3 1

17:15 542

180

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 1 0 0 0 0 1 0 0 0 0 0 0 0 7 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -----------------------------------------------------------------------------------------------------------Hour Total 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 05:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 10 05:45 0 4 2 0 0 0 0 1 0 0 0 0 0 0 0 7 06:00 0 17 8 0 0 0 0 0 0 0 0 0 0 0 0 25 -----------------------------------------------------------------------------------------------------------Hour Total 0 27 15 0 0 0 0 1 0 0 0 0 0 0 0 43 06:15 0 14 5 0 0 0 0 0 0 0 0 0 0 0 0 19 06:30 0 12 4 0 1 0 0 0 0 0 0 0 0 0 0 17 06:45 0 22 2 0 0 0 0 0 0 0 0 0 0 0 0 24 07:00 1 26 12 0 0 0 0 0 0 0 0 0 0 0 0 39 -----------------------------------------------------------------------------------------------------------Hour Total 1 74 23 0 1 0 0 0 0 0 0 0 0 0 0 99 07:15 0 44 10 1 0 0 0 0 0 0 0 0 0 0 0 55 07:30 0 60 21 2 0 0 0 0 0 0 0 0 0 0 0 83 07:45 0 75 16 0 1 1 0 0 0 0 0 0 0 0 0 93 08:00 0 59 21 0 0 0 0 0 0 0 0 0 0 0 0 80 -----------------------------------------------------------------------------------------------------------Hour Total 0 238 68 3 1 1 0 0 0 0 0 0 0 0 0 311 08:15 08:30 08:45 09:00

0 2 1 0

91 110 112 99

24 52 26 30

1 0 0 2

0 1 1 0

1 0 1 0

0 0 0 0

1 0 0 0

181

0 0 0 0

118 165 141 131

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 3 412 132 3 2 2 0 1 0 0 0 0 0 0 0 555 09:15 0 38 15 5 1 0 0 1 0 0 0 0 0 0 0 60 09:30 0 36 15 0 1 1 0 1 0 0 0 0 0 0 0 54 09:45 1 49 15 0 3 0 0 0 0 0 0 0 0 0 0 68 10:00 0 39 13 0 1 0 0 0 0 0 0 0 0 0 0 53 -----------------------------------------------------------------------------------------------------------Hour Total 1 162 58 5 6 1 0 2 0 0 0 0 0 0 0 235 10:15 0 36 11 0 1 1 0 1 0 1 0 0 0 0 0 51 10:30 0 36 17 1 1 3 0 0 0 0 0 0 0 0 0 58 10:45 0 36 14 0 0 0 0 0 0 0 0 0 0 0 0 50 11:00 0 34 9 0 2 0 0 0 0 0 0 0 0 0 0 45 -----------------------------------------------------------------------------------------------------------Hour Total 0 142 51 1 4 4 0 1 0 1 0 0 0 0 0 204 11:15 0 35 15 0 0 2 0 1 0 0 0 0 0 0 0 53 11:30 0 33 16 0 1 2 0 1 0 0 0 0 0 0 0 53 11:45 0 40 13 0 1 0 0 0 0 0 0 0 0 0 0 54 12:00 0 35 15 0 1 0 0 0 0 0 0 0 0 0 0 51 -----------------------------------------------------------------------------------------------------------Hour Total 0 143 59 0 3 4 0 2 0 0 0 0 0 0 0 211 12:15 0 40 17 1 1 2 0 0 1 0 0 0 0 0 0 62 12:30 0 53 13 1 1 2 0 0 0 0 0 0 0 0 0 70 12:45 1 40 13 0 2 1 0 1 0 0 0 0 0 0 0 58 13:00 0 58 18 0 1 1 0 0 0 0 0 0 0 0 0 78 -----------------------------------------------------------------------------------------------------------Hour Total 1 191 61 2 5 6 0 1 1 0 0 0 0 0 0 268 13:15 0 42 21 1 0 0 0 1 0 0 0 0 0 0 0 65 13:30 0 51 10 0 1 0 0 0 0 0 0 0 0 0 0 62 13:45 0 56 20 1 1 5 0 0 1 0 0 0 0 0 0 84 14:00 0 44 18 0 1 0 0 0 0 0 0 0 0 0 0 63 -----------------------------------------------------------------------------------------------------------Hour Total 0 193 69 2 3 5 0 1 1 0 0 0 0 0 0 274 14:15 0 65 16 0 2 1 0 1 0 0 0 0 0 0 0 85 14:30 0 61 30 0 1 0 0 0 0 0 0 0 0 0 0 92 14:45 0 78 31 3 3 3 0 0 0 0 0 0 0 0 0 118 15:00 0 65 22 1 0 0 0 0 0 0 0 0 0 0 0 88 -----------------------------------------------------------------------------------------------------------Hour Total 0 269 99 4 6 4 0 1 0 0 0 0 0 0 0 383 15:15 0 67 38 1 0 0 0 0 0 0 0 0 0 0 0 106 15:30 0 83 18 0 0 2 0 1 0 0 0 0 0 0 0 104 15:45 0 73 29 2 1 2 0 0 0 0 0 0 0 0 0 107 16:00 2 78 27 4 1 0 0 3 0 0 0 0 0 0 0 115 -----------------------------------------------------------------------------------------------------------Hour Total 2 301 112 7 2 4 0 4 0 0 0 0 0 0 0 432 16:15 0 70 23 0 1 0 0 1 0 0 0 0 0 0 0 95 16:30 0 85 34 0 1 1 0 0 0 0 0 0 0 0 0 121 16:45 0 61 35 0 2 1 0 1 0 0 0 0 0 0 0 100 17:00 1 88 30 0 1 0 0 0 0 0 0 0 0 0 0 120 -----------------------------------------------------------------------------------------------------------Hour Total 1 304 122 0 5 2 0 2 0 0 0 0 0 0 0 436

182

Peggy Malone & Associates CLASSIFICATION SUMMARY Wed 8/17/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------17:15 0 96 23 0 0 0 0 0 0 0 0 0 0 0 0 119 17:30 1 112 30 0 2 1 0 0 1 0 0 0 0 0 0 147 17:45 0 95 36 0 1 0 0 0 0 0 0 0 0 0 0 132 18:00 1 96 36 0 0 0 0 0 0 0 0 0 0 0 0 133 -----------------------------------------------------------------------------------------------------------Hour Total 2 399 125 0 3 1 0 0 1 0 0 0 0 0 0 531 18:15 1 66 18 0 1 0 0 2 0 0 0 0 0 0 0 88 18:30 0 69 21 0 1 0 0 0 0 0 0 0 0 0 0 91 18:45 0 66 13 0 0 0 0 0 0 0 0 0 0 0 0 79 19:00 0 53 13 0 1 0 0 0 0 0 0 0 0 0 0 67 -----------------------------------------------------------------------------------------------------------Hour Total 1 254 65 0 3 0 0 2 0 0 0 0 0 0 0 325 19:15 0 53 13 0 0 0 0 0 0 0 0 0 0 0 0 66 19:30 0 42 13 0 0 0 0 0 0 0 0 0 0 0 0 55 19:45 0 54 11 0 0 0 0 1 0 0 0 0 0 0 0 66 20:00 0 43 6 0 1 0 0 0 0 0 0 0 0 0 0 50 -----------------------------------------------------------------------------------------------------------Hour Total 0 192 43 0 1 0 0 1 0 0 0 0 0 0 0 237 20:15 0 41 6 0 0 0 0 0 0 0 0 0 0 0 0 47 20:30 0 35 13 0 0 0 0 0 0 0 0 0 0 0 0 48 20:45 0 48 9 0 0 0 0 0 0 0 0 0 0 0 0 57 21:00 1 35 10 0 0 0 0 0 0 0 0 0 0 0 0 46 -----------------------------------------------------------------------------------------------------------Hour Total 1 159 38 0 0 0 0 0 0 0 0 0 0 0 0 198 21:15 0 28 1 0 0 0 0 0 0 0 0 0 0 0 0 29 21:30 0 29 4 0 0 0 0 0 0 0 0 0 0 0 0 33 21:45 0 20 6 0 0 0 0 0 0 0 0 0 0 0 0 26 22:00 0 19 3 0 0 0 0 0 0 0 0 0 0 0 0 22 -----------------------------------------------------------------------------------------------------------Hour Total 0 96 14 0 0 0 0 0 0 0 0 0 0 0 0 110 22:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22:30 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 22:45 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 13 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 30 6 0 0 0 0 0 0 0 0 0 0 0 0 36 23:15 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 23:30 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 23:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 24:00 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 -----------------------------------------------------------------------------------------------------------Hour Total 0 25 7 0 0 0 0 0 0 0 0 0 0 0 0 32 -----------------------------------------------------------------------------------------------------------DAY TOTAL 13 3631 1173 27 45 34 0 20 3 1 0 0 0 0 0 4947 PERCENTS 0.3% 73.4% 23.8% 0.6% 0.9% 0.6% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.3% Trucks & Buses 2.6% AM Times AM Peaks

08:00 08:15 08:15 08:30 09:15 10:30 3 412 132 7 6 5

08:45 2

09:30 1

PM Times PM Peaks

17:30 17:15 17:15 15:15 14:00 12:15 3 399 125 7 7 6

15:30 12:15 5 1

183

08:15 555 17:15 531

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------00:15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 6 00:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 1 11 3 0 0 0 0 0 0 0 0 0 0 0 0 15 01:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 3 01:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 5 3 0 0 0 0 0 1 0 0 0 0 0 0 9 02:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -----------------------------------------------------------------------------------------------------------Hour Total 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 -----------------------------------------------------------------------------------------------------------Hour Total 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 10 05:45 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 0 8 6 0 0 0 0 0 0 0 0 0 0 0 0 14 -----------------------------------------------------------------------------------------------------------Hour Total 0 18 12 0 0 0 0 0 0 0 0 0 0 0 0 30 06:15 0 25 9 0 0 0 0 0 0 0 0 0 0 0 0 34 06:30 0 9 1 0 1 0 0 0 0 0 0 0 0 0 0 11 06:45 0 12 8 0 0 0 0 0 0 0 0 0 0 0 0 20 07:00 1 22 7 0 0 0 0 0 0 0 0 0 0 0 0 30 -----------------------------------------------------------------------------------------------------------Hour Total 1 68 25 0 1 0 0 0 0 0 0 0 0 0 0 95 07:15 0 31 5 2 0 0 0 0 0 0 0 0 0 0 0 38 07:30 0 57 25 1 0 0 0 0 0 0 0 0 0 0 0 83 07:45 0 61 20 0 0 0 0 0 0 0 0 0 0 0 0 81 08:00 0 55 26 0 2 2 0 0 0 0 0 0 0 0 0 85 -----------------------------------------------------------------------------------------------------------Hour Total 0 204 76 3 2 2 0 0 0 0 0 0 0 0 0 287 08:15 08:30 08:45 09:00

0 2 0 0

95 117 128 99

22 39 32 27

1 0 0 3

0 1 0 3

0 1 0 1

0 0 0 0

184

1 0 0 0

0 0 0 0

0 0 1 0

0 0 0 0

119 160 161 133

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Hour Total 2 439 120 4 4 2 0 0 1 0 0 1 0 0 0 573 09:15 1 51 14 3 0 2 0 0 0 0 0 0 0 0 0 71 09:30 0 49 11 1 1 2 0 0 1 0 0 0 0 0 0 65 09:45 0 36 16 0 0 0 0 1 0 0 0 0 0 0 0 53 10:00 0 33 17 0 1 3 0 0 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 1 169 58 4 2 7 0 1 1 0 0 0 0 0 0 243 10:15 0 44 15 0 0 1 0 1 0 0 0 0 0 0 0 61 10:30 0 35 23 0 1 1 0 1 0 0 0 0 0 0 0 61 10:45 0 41 16 1 0 1 0 0 0 0 0 0 0 0 0 59 11:00 0 37 15 0 0 1 0 1 0 0 0 0 0 0 0 54 -----------------------------------------------------------------------------------------------------------Hour Total 0 157 69 1 1 4 0 3 0 0 0 0 0 0 0 235 11:15 0 40 21 0 1 4 0 1 1 0 0 0 0 0 0 68 11:30 0 42 14 0 1 1 0 1 0 0 0 0 0 0 0 59 11:45 0 50 14 1 0 2 0 0 0 0 0 0 0 0 0 67 12:00 0 38 24 0 2 4 0 0 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 0 170 73 1 4 11 0 2 1 0 0 0 0 0 0 262 12:15 0 43 39 0 2 0 0 0 1 0 0 0 0 0 0 85 12:30 0 34 19 0 1 0 0 0 1 0 0 0 0 0 0 55 12:45 1 50 15 0 2 2 0 0 0 0 0 0 0 0 0 70 13:00 0 49 15 0 1 2 0 1 0 0 0 0 0 0 0 68 -----------------------------------------------------------------------------------------------------------Hour Total 1 176 88 0 6 4 0 1 2 0 0 0 0 0 0 278 13:15 2 53 19 0 1 0 0 0 0 0 0 0 0 0 0 75 13:30 0 50 19 1 0 0 0 1 0 0 0 0 0 0 0 71 13:45 1 40 21 0 2 2 0 0 0 0 0 0 0 0 0 66 14:00 1 46 23 0 1 2 0 0 0 0 0 0 0 0 0 73 -----------------------------------------------------------------------------------------------------------Hour Total 4 189 82 1 4 4 0 1 0 0 0 0 0 0 0 285 14:15 0 55 25 0 0 0 0 0 0 0 0 0 0 0 0 80 14:30 1 67 21 0 1 2 0 2 0 0 0 0 0 0 0 94 14:45 0 68 19 2 2 3 0 0 0 0 0 0 0 0 0 94 15:00 0 65 35 0 1 2 0 0 0 0 0 0 0 0 0 103 -----------------------------------------------------------------------------------------------------------Hour Total 1 255 100 2 4 7 0 2 0 0 0 0 0 0 0 371 15:15 1 70 25 0 1 1 0 0 0 0 0 0 0 0 0 98 15:30 1 83 36 0 0 1 0 0 0 0 0 0 0 0 0 121 15:45 0 68 26 2 1 1 0 0 1 0 0 0 0 0 0 99 16:00 2 68 27 3 3 2 0 0 0 0 0 0 0 0 0 105 -----------------------------------------------------------------------------------------------------------Hour Total 4 289 114 5 5 5 0 0 1 0 0 0 0 0 0 423 16:15 0 68 17 1 1 0 0 1 0 0 0 0 0 0 0 88 16:30 0 72 25 0 2 1 0 0 0 0 0 0 0 0 0 100 16:45 0 75 33 2 1 2 0 0 0 0 0 0 0 0 0 113 17:00 1 88 33 3 3 1 0 0 0 0 0 0 0 0 0 129 -----------------------------------------------------------------------------------------------------------Hour Total 1 303 108 6 7 4 0 1 0 0 0 0 0 0 0 430

185

Peggy Malone & Associates CLASSIFICATION SUMMARY Thu 8/18/2016 Station #: Site 5C Site ID: 000000009392 Location: Mickler Rd. WB Direction: WEST Lane: 1 TIME

Page:

File: Rd.prn City: 16-221 AW Max County: 30.15221, -81.37584

Total

-----------------------------------------------------------------------------------------------------------17:15 1 104 31 1 1 1 0 1 0 0 0 0 0 0 0 140 17:30 0 125 37 0 0 0 0 0 0 0 0 0 0 0 0 162 17:45 0 111 40 0 0 0 0 0 0 0 0 0 0 0 0 151 18:00 1 92 31 0 1 0 0 0 0 0 0 0 0 0 0 125 -----------------------------------------------------------------------------------------------------------Hour Total 2 432 139 1 2 1 0 1 0 0 0 0 0 0 0 578 18:15 0 83 22 0 2 0 0 0 0 0 0 0 0 0 0 107 18:30 0 59 21 0 0 0 0 0 0 0 0 0 0 0 0 80 18:45 1 67 17 1 0 0 0 1 0 0 0 0 0 0 0 87 19:00 0 62 17 0 0 0 0 0 0 0 0 0 0 0 0 79 -----------------------------------------------------------------------------------------------------------Hour Total 1 271 77 1 2 0 0 1 0 0 0 0 0 0 0 353 19:15 1 58 14 0 0 0 0 0 0 0 0 0 0 0 0 73 19:30 0 43 13 0 0 0 0 0 0 0 0 0 0 0 0 56 19:45 1 43 11 0 0 0 0 0 0 0 0 0 0 0 0 55 20:00 0 54 10 0 0 0 0 0 0 0 0 0 0 0 0 64 -----------------------------------------------------------------------------------------------------------Hour Total 2 198 48 0 0 0 0 0 0 0 0 0 0 0 0 248 20:15 0 40 15 0 0 0 0 0 0 0 0 0 0 0 0 55 20:30 1 34 12 0 0 0 0 0 0 0 0 0 0 0 0 47 20:45 0 42 9 0 0 0 0 1 0 0 0 0 0 0 0 52 21:00 0 35 8 0 0 0 0 0 0 0 0 0 0 0 0 43 -----------------------------------------------------------------------------------------------------------Hour Total 1 151 44 0 0 0 0 1 0 0 0 0 0 0 0 197 21:15 0 29 11 0 0 0 0 0 0 0 0 0 0 0 0 40 21:30 0 35 3 0 0 0 0 0 0 0 0 0 0 0 0 38 21:45 1 24 5 0 0 0 0 0 0 0 0 0 0 0 0 30 22:00 0 19 7 0 1 0 0 0 0 0 0 0 0 0 0 27 -----------------------------------------------------------------------------------------------------------Hour Total 1 107 26 0 1 0 0 0 0 0 0 0 0 0 0 135 22:15 0 22 1 0 0 0 0 0 0 0 0 0 0 0 0 23 22:30 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 17 22:45 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 10 -----------------------------------------------------------------------------------------------------------Hour Total 1 55 4 0 0 0 0 0 0 0 0 0 0 0 0 60 23:15 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 23:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 23:45 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 24:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 8 -----------------------------------------------------------------------------------------------------------Hour Total 0 21 5 0 0 0 0 0 0 0 0 0 0 0 0 26 -----------------------------------------------------------------------------------------------------------DAY TOTAL 24 3703 1278 29 45 51 0 14 7 0 0 1 0 0 0 5152 PERCENTS 0.5% 71.9% 24.9% 0.6% 0.9% 0.9% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Passenger Vehicles 97.1% Trucks & Buses 2.8% AM Times AM Peaks

08:30 08:15 08:15 08:45 08:15 11:15 3 439 120 7 4 11

09:45 00:45 3 1

PM Times PM Peaks

13:15 17:15 17:00 15:30 15:45 14:30 4 432 141 6 7 8

12:45 12:15 2 2

08:00 1

08:15 573 17:00 582

=================================================================================================================== GRAND TOTAL 57 3620 127 6 15 0 0 0 10869 85 116 45 1 1 0 14942 PERCENTS 0.4% 72.8% 24.3% 0.6% 0.8% 0.7% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100%

186

APPENDIX B: TURNING MOVEMENT COUNTS

187

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. AM : : 12/9/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

5 0 2 2 9

65 130 166 240 601

0 0 1 0 1

0 0 0 0 0

70 130 169 242 611

100 164 231 264 759

0 0 1 2 3

0 0 0 0 0

100 164 232 266 762

5 6 9 14 34

13 15 13 23 64

0 0 0 0 0

18 21 22 37 98

188 315 423 545 1471

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

4 7 10 4 25

226 296 380 418 1320

2 0 1 1 4

0 0 0 0 0

232 303 391 423 1349

414 451 543 571 1979

3 2 4 3 12

0 0 0 0 0

417 453 547 574 1991

7 9 9 15 40

28 26 41 39 134

0 0 0 0 0

35 35 50 54 174

684 791 988 1051 3514

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

10 11 8 4 33

518 536 449 513 2016

1 4 1 2 8

0 0 0 0 0

529 551 458 519 2057

553 574 564 557 2248

2 8 6 6 22

0 0 0 0 0

555 582 570 563 2270

16 11 14 17 58

38 30 38 30 136

0 0 0 0 0

54 41 52 47 194

1138 1174 1080 1129 4521

Grand Total Apprch % Total %

67 1.7 0.7

3937 98 41.4

13 0.3 0.1

0 0 0

4017

4986 99.3 52.5

37 0.7 0.4

0 0 0

5023

132 28.3 1.4

334 71.7 3.5

0 0 0

466

9506

42.3

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 10 518 08:15 AM 11 536 08:30 AM 8 449 08:45 AM 4 513 Total Volume 33 2016 % App. Total 1.6 98 PHF .750 .940

52.8

SR A1A Northbound

4.9

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

1 4 1 2 8 0.4 .500

529 551 458 519 2057

553 574 564 557 2248 99 .979

2 8 6 6 22 1 .688

555 582 570 563 2270

16 11 14 17 58 29.9 .853

38 30 38 30 136 70.1 .895

54 41 52 47 194

1138 1174 1080 1129 4521

.898

.963

.933

188

.975

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. AM : : 12/9/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

6 5 7 3 21

0 0 0 0 0

6 5 7 3 21

1 1 4 3 9

1 0 0 2 3

0 0 0 0 0

2 1 4 5 12

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

8 6 11 9 34

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 0 1 1

15 10 3 14 42

0 0 0 0 0

15 10 3 15 43

3 3 6 3 15

0 0 0 0 0

3 3 6 3 15

0 0 0 0 0

18 13 9 18 58

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

19 10 14 10 53

0 0 0 0 0

19 10 14 10 53

5 4 4 6 19

0 0 1 0 1

0 0 0 0 0

5 4 5 6 20

2 0 0 0 2

1 0 0 0 1

0 0 0 0 0

3 0 0 0 3

27 14 19 16 76

Grand Total Apprch % Total %

1 0.9 0.6

116 99.1 69

0 0 0

117

43 91.5 25.6

4 8.5 2.4

0 0 0

2 50 1.2

0 0 0

168

69.6

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 14 07:45 AM 1 0 08:00 AM 19 08:15 AM 0 10 08:30 AM 0 14 Total Volume 1 57 % App. Total 1.7 98.3 PHF .250 .750

SR A1A Northbound

2.4

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

15 19 10 14 58

3 5 4 4 16 94.1 .800

0 0 0 1 1 5.9 .250

3 5 4 5 17

0 2 0 0 2 66.7 .250

0 1 0 0 1 33.3 .250

0 3 0 0 3

18 27 14 19 78

.250

.722

.763

189

.850

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. AM : : 12/9/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

5 0 2 2 9

71 135 173 243 622

0 0 1 0 1

0 0 0 0 0

76 135 176 245 632

101 165 235 267 768

1 0 1 4 6

0 0 0 0 0

102 165 236 271 774

5 6 9 14 34

13 15 13 24 65

0 0 0 0 0

18 21 22 38 99

196 321 434 554 1505

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

4 7 10 5 26

241 306 383 432 1362

2 0 1 1 4

0 0 0 0 0

247 313 394 438 1392

417 454 549 574 1994

3 2 4 3 12

0 0 0 0 0

420 456 553 577 2006

7 9 9 15 40

28 26 41 39 134

0 0 0 0 0

35 35 50 54 174

702 804 997 1069 3572

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

10 11 8 4 33

537 546 463 523 2069

1 4 1 2 8

0 0 0 0 0

548 561 472 529 2110

558 578 568 563 2267

2 8 7 6 23

0 0 0 0 0

560 586 575 569 2290

18 11 14 17 60

39 30 38 30 137

0 0 0 0 0

57 41 52 47 197

1165 1188 1099 1145 4597

Grand Total Apprch % Total %

68 1.6 0.7

4053 98 41.9

13 0.3 0.1

0 0 0

4134

5029 99.2 52

41 0.8 0.4

0 0 0

5070

134 28.5 1.4

336 71.5 3.5

0 0 0

470

9674

42.7

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 10 537 08:15 AM 11 546 08:30 AM 8 463 08:45 AM 4 523 Total Volume 33 2069 % App. Total 1.6 98.1 PHF .750 .947

52.4

SR A1A Northbound

4.9

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

1 4 1 2 8 0.4 .500

548 561 472 529 2110

558 578 568 563 2267 99 .981

2 8 7 6 23 1 .719

560 586 575 569 2290

18 11 14 17 60 30.5 .833

39 30 38 30 137 69.5 .878

57 41 52 47 197

1165 1188 1099 1145 4597

.864

.967

.940

190

.977

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. PM : : 12/9/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

34 29 32 29 124

500 533 589 571 2193

3 6 1 0 10

0 0 0 0 0

537 568 622 600 2327

434 433 473 468 1808

6 12 7 18 43

0 0 0 0 0

440 445 480 486 1851

11 8 11 10 40

23 36 26 27 112

1 2 1 2 6

35 46 38 39 158

1012 1059 1140 1125 4336

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

35 35 32 32 134

582 556 551 549 2238

4 2 0 1 7

0 0 0 0 0

621 593 583 582 2379

503 517 489 441 1950

16 13 11 11 51

0 0 0 0 0

519 530 500 452 2001

11 11 2 12 36

21 33 42 23 119

3 1 0 0 4

35 45 44 35 159

1175 1168 1127 1069 4539

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

34 39 26 25 124

533 503 398 446 1880

1 2 1 0 4

0 0 0 0 0

568 544 425 471 2008

452 466 313 288 1519

13 9 6 6 34

0 0 0 0 0

465 475 319 294 1553

7 12 5 5 29

29 36 28 16 109

1 2 0 0 3

37 50 33 21 141

1070 1069 777 786 3702

Grand Total Apprch % Total %

382 5.7 3

6311 94 50.2

21 0.3 0.2

0 0 0

6714

5277 97.6 42

128 2.4 1

0 0 0

5405

105 22.9 0.8

340 74.2 2.7

13 2.8 0.1

458

12577

53.4

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 32 589 29 571 04:45 PM 05:00 PM 582 35 05:15 PM 35 556 Total Volume 131 2298 % App. Total 5.4 94.3 PHF .936 .975

SR A1A Northbound

3.6

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

1 0 4 2 7 0.3 .438

622 600 621 593 2436

473 468 503 517 1961 97.3 .948

7 18 16 13 54 2.7 .750

480 486 519 530 2015

11 10 11 11 43 28.7 .977

26 27 21 33 107 71.3 .811

37 37 32 44 150

1139 1123 1172 1167 4601

.852

.981

.979

191

.950

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. PM : : 12/9/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

6 4 0 2 12

0 0 0 0 0

6 4 0 2 12

10 6 6 10 32

0 0 0 0 0

10 6 6 10 32

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

0 0 1 1 2

16 10 7 13 46

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 1 0 1

0 2 5 2 9

0 0 0 0 0

0 2 6 2 10

7 7 3 3 20

0 0 0 2 2

0 0 0 0 0

7 7 3 5 22

0 0 0 0 0

7 9 9 7 32

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

4 1 0 1 6

0 0 0 0 0

4 1 0 1 6

3 3 3 2 11

0 0 0 0 0

3 3 3 2 11

0 0 0 0 0

2 0 1 0 3

0 0 0 0 0

2 0 1 0 3

9 4 4 3 20

Grand Total Apprch % Total %

1 3.6 1

27 96.4 27.6

0 0 0

63 96.9 64.3

2 3.1 2

0 0 0

5 100 5.1

0 0 0

28.6

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 6 0 4 04:15 PM 04:30 PM 0 0 04:45 PM 0 2 Total Volume 0 12 % App. Total 0 100 PHF .000 .500

66.3

SR A1A Northbound

5.1

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

6 4 0 2 12

10 6 6 10 32 100 .800

0 0 0 0 0 0 .000

10 6 6 10 32

0 0 0 0 0 0 .000

0 0 1 1 2 100 .500

0 0 1 1 2

16 10 7 13 46

.500

.719

.500

192

.800

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T5-SR A1A and Marlin Ave. PM : : 12/9/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

Marlin Ave. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

34 29 32 29 124

506 537 589 573 2205

3 6 1 0 10

0 0 0 0 0

543 572 622 602 2339

444 439 479 478 1840

6 12 7 18 43

0 0 0 0 0

450 451 486 496 1883

11 8 11 10 40

23 36 27 28 114

1 2 1 2 6

35 46 39 40 160

1028 1069 1147 1138 4382

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

35 35 33 32 135

582 558 556 551 2247

4 2 0 1 7

0 0 0 0 0

621 595 589 584 2389

510 524 492 444 1970

16 13 11 13 53

0 0 0 0 0

526 537 503 457 2023

11 11 2 12 36

21 33 42 23 119

3 1 0 0 4

35 45 44 35 159

1182 1177 1136 1076 4571

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

34 39 26 25 124

537 504 398 447 1886

1 2 1 0 4

0 0 0 0 0

572 545 425 472 2014

455 469 316 290 1530

13 9 6 6 34

0 0 0 0 0

468 478 322 296 1564

7 12 5 5 29

31 36 29 16 112

1 2 0 0 3

39 50 34 21 144

1079 1073 781 789 3722

Grand Total Apprch % Total %

383 5.7 3

6338 94 50

21 0.3 0.2

0 0 0

6742

5340 97.6 42.1

130 2.4 1

0 0 0

5470

105 22.7 0.8

345 74.5 2.7

13 2.8 0.1

463

12675

53.2

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 32 589 29 573 04:45 PM 05:00 PM 582 35 05:15 PM 35 558 Total Volume 131 2302 % App. Total 5.4 94.3 PHF .936 .977

43.2

SR A1A Northbound

3.7

Marlin Ave. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

1 0 4 2 7 0.3 .438

622 602 621 595 2440

479 478 510 524 1991 97.4 .950

7 18 16 13 54 2.6 .750

486 496 526 537 2045

11 10 11 11 43 28.3 .977

27 28 21 33 109 71.7 .826

38 38 32 44 152

1146 1136 1179 1176 4637

.864

.983

.981

193

.952

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. AM : : 12/8/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 1 0 0 1

62 99 182 254 597

0 0 0 0 0

62 100 182 254 598

114 150 222 295 781

1 1 1 4 7

0 0 0 0 0

115 151 223 299 788

1 1 4 9 15

2 5 7 2 16

0 0 0 1 1

3 6 11 12 32

180 257 416 565 1418

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

2 2 3 3 10

212 323 366 489 1390

0 0 0 0 0

214 325 369 492 1400

373 477 543 492 1885

1 2 0 2 5

0 0 0 0 0

374 479 543 494 1890

13 12 14 14 53

8 10 10 8 36

0 1 1 0 2

21 23 25 22 91

609 827 937 1008 3381

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 3 3 1 8

427 425 414 426 1692

0 0 0 0 0

428 428 417 427 1700

423 457 481 535 1896

6 7 2 0 15

0 0 0 0 0

429 464 483 535 1911

22 15 10 7 54

5 7 12 6 30

0 2 1 0 3

27 24 23 13 87

884 916 923 975 3698

Grand Total Apprch % Total %

19 0.5 0.2

3679 99.5 43.3

0 0 0

3698

4562 99.4 53.7

27 0.6 0.3

0 0 0

4589

122 58.1 1.4

82 39 1

6 2.9 0.1

210

8497

43.5

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 366 07:30 AM 3 3 07:45 AM 489 08:00 AM 1 427 08:15 AM 3 425 Total Volume 10 1707 % App. Total 0.6 99.4 PHF .833 .873

SR A1A Northbound

2.5

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

369 492 428 428 1717

543 492 423 457 1915 99.2 .882

0 2 6 7 15 0.8 .536

543 494 429 464 1930

14 14 22 15 65 68.4 .739

10 8 5 7 30 31.6 .750

24 22 27 22 95

936 1008 884 914 3742

.880

.928

.872

194

.889

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. AM : : 12/8/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

0 1 3 6 10

0 0 0 0 0

0 1 3 6 10

0 1 3 3 7

0 0 0 0 0

0 1 3 3 7

0 0 0 0 0

0 2 6 9 17

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 1 0 1

11 6 13 9 39

0 0 0 0 0

11 6 14 9 40

1 1 9 12 23

0 0 0 0 0

1 1 9 12 23

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

13 7 23 21 64

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 1 0 1

13 6 11 8 38

0 0 0 0 0

13 6 12 8 39

7 8 2 8 25

0 0 0 0 0

7 8 2 8 25

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

20 14 14 17 65

Grand Total Apprch % Total %

2 2.2 1.4

87 97.8 59.6

0 0 0

55 100 37.7

0 0 0

2 100 1.4

0 0 0

146

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 13 0 9 07:45 AM 08:00 AM 0 13 08:15 AM 0 6 Total Volume 1 41 % App. Total 2.4 97.6 PHF .250 .788

37.7

SR A1A Northbound

1.4

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

14 9 13 6 42

9 12 7 8 36 100 .750

0 0 0 0 0 0 .000

9 12 7 8 36

0 0 0 0 0 0 .000

0 0 0 0 0

23 21 20 14 78

.000

.848

.750

195

.750

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. AM : : 12/8/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 1 0 0 1

62 100 185 260 607

0 0 0 0 0

62 101 185 260 608

114 151 225 298 788

1 1 1 4 7

0 0 0 0 0

115 152 226 302 795

1 1 4 9 15

2 5 7 2 16

0 0 0 1 1

3 6 11 12 32

180 259 422 574 1435

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

2 2 4 3 11

223 329 379 498 1429

0 0 0 0 0

225 331 383 501 1440

374 478 552 504 1908

1 2 0 2 5

0 0 0 0 0

375 480 552 506 1913

14 12 14 14 54

8 10 10 8 36

0 1 1 0 2

22 23 25 22 92

622 834 960 1029 3445

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 3 4 1 9

440 431 425 434 1730

0 0 0 0 0

441 434 429 435 1739

430 465 483 543 1921

6 7 2 0 15

0 0 0 0 0

436 472 485 543 1936

22 15 10 8 55

5 7 12 6 30

0 2 1 0 3

27 24 23 14 88

904 930 937 992 3763

Grand Total Apprch % Total %

21 0.6 0.2

3766 99.4 43.6

0 0 0

3787

4617 99.4 53.4

27 0.6 0.3

0 0 0

4644

124 58.5 1.4

82 38.7 0.9

6 2.8 0.1

212

8643

43.8

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 379 07:30 AM 4 3 07:45 AM 498 08:00 AM 1 440 08:15 AM 3 431 Total Volume 11 1748 % App. Total 0.6 99.4 PHF .688 .878

53.7

SR A1A Northbound

2.5

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

383 501 441 434 1759

552 504 430 465 1951 99.2 .884

0 2 6 7 15 0.8 .536

552 506 436 472 1966

14 14 22 15 65 68.4 .739

10 8 5 7 30 31.6 .750

24 22 27 22 95

959 1029 904 928 3820

.880

.928

.878

196

.890

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. PM : : 12/8/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

6 21 11 7 45

524 561 551 528 2164

0 0 0 0 0

530 582 562 535 2209

431 463 491 463 1848

15 15 6 7 43

0 0 0 0 0

446 478 497 470 1891

4 7 8 2 21

3 5 1 3 12

0 1 0 0 1

7 13 9 5 34

983 1073 1068 1010 4134

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

8 6 9 10 33

564 579 524 519 2186

0 1 0 0 1

0 0 0 0 0

572 586 533 529 2220

522 551 567 517 2157

2 6 12 9 29

0 0 0 0 0

524 557 579 526 2186

12 8 3 11 34

3 7 2 6 18

3 0 0 0 3

18 15 5 17 55

1114 1158 1117 1072 4461

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

8 9 17 10 44

548 551 546 386 2031

0 1 1 2 4

0 0 0 0 0

556 561 564 398 2079

453 358 291 260 1362

8 6 6 8 28

0 0 0 0 0

461 364 297 268 1390

4 12 8 12 36

4 1 3 3 11

0 2 0 0 2

8 15 11 15 49

1025 940 872 681 3518

Grand Total Apprch % Total %

122 1.9 1

6381 98 52.7

5 0.1 0

0 0 0

6508

5367 98.2 44.3

100 1.8 0.8

0 0 0

5467

91 65.9 0.8

41 29.7 0.3

6 4.3 0

138

12113

53.7

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 8 564 6 05:15 PM 579 05:30 PM 9 524 05:45 PM 519 10 Total Volume 33 2186 % App. Total 1.5 98.5 PHF .825 .944

45.1

SR A1A Northbound

1.1

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 1 0 0 1 0 .250

572 586 533 529 2220

522 551 567 517 2157 98.7 .951

2 6 12 9 29 1.3 .604

524 557 579 526 2186

12 8 3 11 34 65.4 .708

3 7 2 6 18 34.6 .643

15 15 5 17 52

1111 1158 1117 1072 4458

.765

.962

.947

197

.944

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. PM : : 12/8/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

3 4 2 3 12

0 0 0 0 0

3 4 2 3 12

11 13 8 6 38

0 1 0 0 1

0 0 0 0 0

11 14 8 6 39

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

14 18 11 9 52

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 1 1

3 1 2 1 7

0 0 0 0 0

3 1 2 2 8

7 6 2 1 16

0 0 0 0 0

7 6 2 1 16

0 0 0 0 0

10 7 4 3 24

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 1 1

1 2 3 1 7

0 0 0 0 0

1 2 3 2 8

4 2 3 1 10

0 0 0 0 0

4 2 3 1 10

0 0 0 0 0

5 4 6 3 18

Grand Total Apprch % Total %

2 7.1 2.1

26 92.9 27.7

0 0 0

64 98.5 68.1

1 1.5 1.1

0 0 0

1 100 1.1

0 0 0

29.8

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 04:15 PM 0 4 04:30 PM 0 2 0 3 04:45 PM Total Volume 0 12 % App. Total 0 100 PHF .000 .750

69.1

SR A1A Northbound

1.1

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

3 4 2 3 12

11 13 8 6 38 97.4 .731

0 1 0 0 1 2.6 .250

11 14 8 6 39

0 0 1 0 1 100 .250

0 0 0 0 0 0 .000

0 0 1 0 1

14 18 11 9 52

.250

.722

.750

198

.696

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T6 SR A1A & Dolphin Blvd. PM : : 12/8/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

Dolphin Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

6 21 11 7 45

527 565 553 531 2176

0 0 0 0 0

533 586 564 538 2221

442 476 499 469 1886

15 16 6 7 44

0 0 0 0 0

457 492 505 476 1930

4 7 9 2 22

3 5 1 3 12

0 1 0 0 1

7 13 10 5 35

997 1091 1079 1019 4186

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

8 6 9 11 34

567 580 526 520 2193

0 1 0 0 1

0 0 0 0 0

575 587 535 531 2228

529 557 569 518 2173

2 6 12 9 29

0 0 0 0 0

531 563 581 527 2202

12 8 3 11 34

3 7 2 6 18

3 0 0 0 3

18 15 5 17 55

1124 1165 1121 1075 4485

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

8 9 17 11 45

549 553 549 387 2038

0 1 1 2 4

0 0 0 0 0

557 563 567 400 2087

457 360 294 261 1372

8 6 6 8 28

0 0 0 0 0

465 366 300 269 1400

4 12 8 12 36

4 1 3 3 11

0 2 0 0 2

8 15 11 15 49

1030 944 878 684 3536

Grand Total Apprch % Total %

124 1.9 1

6407 98 52.5

5 0.1 0

0 0 0

6536

5431 98.2 44.5

101 1.8 0.8

0 0 0

5532

92 66.2 0.8

41 29.5 0.3

6 4.3 0

139

12207

53.5

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 8 567 6 05:15 PM 580 05:30 PM 9 526 05:45 PM 520 11 Total Volume 34 2193 % App. Total 1.5 98.4 PHF .773 .945

45.3

SR A1A Northbound

1.1

Dolphin Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 1 0 0 1 0 .250

575 587 535 531 2228

529 557 569 518 2173 98.7 .955

2 6 12 9 29 1.3 .604

531 563 581 527 2202

12 8 3 11 34 65.4 .708

3 7 2 6 18 34.6 .643

15 15 5 17 52

1121 1165 1121 1075 4482

.765

.962

.949

199

.948

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. AM : : 12/9/2015 :1

Groups Printed- Car Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

14 27 14 37 92

50 88 149 201 488

2 2 7 9 20

0 0 0 0 0

66 117 170 247 600

3 15 14 9 41

0 0 2 2 4

4 2 2 4 12

0 0 0 0 0

7 17 18 15 57

0 4 3 7 14

67 107 161 165 500

1 1 2 4 8

0 0 0 0 0

68 112 166 176 522

0 3 6 6 15

1 2 4 5 12

39 42 69 88 238

0 0 0 0 0

40 47 79 99 265

181 293 433 537 1444

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

49 69 81 74 273

176 217 297 338 1028

10 13 15 13 51

0 0 0 0 0

235 299 393 425 1352

24 28 45 47 144

5 11 8 8 32

10 11 7 20 48

0 0 0 0 0

39 50 60 75 224

8 7 4 9 28

280 300 366 371 1317

4 4 4 10 22

0 0 0 0 0

292 311 374 390 1367

3 9 11 17 40

8 6 8 15 37

117 120 148 154 539

0 0 0 0 0

128 135 167 186 616

694 795 994 1076 3559

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

109 125 102 125 461

383 384 359 374 1500

19 28 33 29 109

0 0 1 2 3

511 537 495 530 2073

30 41 67 50 188

8 7 19 11 45

24 27 25 23 99

0 0 0 5 5

62 75 111 89 337

14 15 18 8 55

374 390 357 390 1511

15 14 18 10 57

0 0 0 0 0

403 419 393 408 1623

21 16 22 21 80

23 17 37 21 98

147 147 143 144 581

0 0 0 0 0

191 180 202 186 759

1167 1211 1201 1213 4792

Grand Total Apprch % Total %

826 20.5 8.4

3016 74.9 30.8

180 4.5 1.8

3 0.1 0

4025

373 60.4 3.8

81 13.1 0.8

159 25.7 1.6

5 0.8 0.1

618

97 2.8 1

3328 94.8 34

87 2.5 0.9

0 0 0

3512

135 8.2 1.4

147 9 1.5

1358 82.8 13.9

0 0 0

1640

9795

41.1

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 109 383 19 28 08:15 AM 125 384 08:30 AM 102 359 33 08:45 AM 125 374 29 Total Volume 461 1500 109 % App. Total 22.3 72.5 5.3 PHF .922 .977 .826

6.3

511 537 494 528 2070 .964

35.9

SR A1A Northbound

16.7

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

30 41 67 50 188 56.6 .701

8 7 19 11 45 13.6 .592

24 27 25 23 99 29.8 .917

62 75 111 84 332

14 15 18 8 55 3.4 .764

374 390 357 390 1511 93.1 .969

15 14 18 10 57 3.5 .792

403 419 393 408 1623

21 16 22 21 80 10.5 .909

23 17 37 21 98 12.9 .662

147 147 143 144 581 76.5 .988

191 180 202 186 759

1167 1211 1200 1206 4784

.939

.988

.748

200

.968

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. AM : : 12/9/2015 :1

Groups Printed- Truck Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 1 1 1 3

3 5 5 3 16

0 1 0 1 2

0 0 0 0 0

3 7 6 5 21

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

0 0 0 2 2

1 2 2 6 11

0 1 0 0 1

0 0 0 0 0

1 3 2 8 14

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

5 10 9 13 37

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 1 0 1 3

11 9 4 7 31

0 0 1 0 1

0 0 0 0 0

12 10 5 8 35

2 0 0 1 3

0 1 0 0 1

0 0 0 1 1

0 0 0 0 0

2 1 0 2 5

0 0 1 0 1

3 3 4 3 13

0 0 1 3 4

0 0 0 0 0

3 3 6 6 18

0 0 1 0 1

0 0 0 1 1

0 0 0 0 0

0 0 1 1 2

17 14 12 17 60

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

4 3 3 1 11

16 6 13 6 41

0 0 0 1 1

0 0 0 0 0

20 9 16 8 53

0 0 0 1 1

0 0 1 2 3

1 1 0 1 3

0 0 0 0 0

1 1 1 4 7

1 0 2 0 3

4 2 3 6 15

0 1 0 1 2

0 0 0 0 0

5 3 5 7 20

1 1 1 0 3

1 2 0 0 3

1 1 2 1 5

0 0 0 0 0

3 4 3 1 11

29 17 25 20 91

Grand Total Apprch % Total %

17 15.6 9

88 80.7 46.8

4 3.7 2.1

0 0 0

109

4 30.8 2.1

5 38.5 2.7

4 30.8 2.1

0 0 0

6 11.5 3.2

39 75 20.7

7 13.5 3.7

0 0 0

4 28.6 2.1

6 42.9 3.2

0 0 0

188

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 0 08:00 AM 4 16 08:15 AM 3 6 0 08:30 AM 3 13 0 08:45 AM 1 6 1 Total Volume 11 41 1 % App. Total 20.8 77.4 1.9 PHF .688 .641 .250

6.9

20 9 16 8 53 .663

27.7

SR A1A Northbound

7.4

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 1 1 14.3 .250

0 0 1 2 3 42.9 .375

1 1 0 1 3 42.9 .750

1 1 1 4 7

1 0 2 0 3 15 .375

4 2 3 6 15 75 .625

0 1 0 1 2 10 .500

5 3 5 7 20

1 1 1 0 3 27.3 .750

1 2 0 0 3 27.3 .375

1 1 2 1 5 45.5 .625

3 4 3 1 11

29 17 25 20 91

.688

.784

.438

201

.714

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. AM : : 12/9/2015 :1

Groups Printed- Combined Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

14 28 15 38 95

53 93 154 204 504

2 3 7 10 22

0 0 0 0 0

69 124 176 252 621

3 15 14 9 41

0 0 3 2 5

4 2 2 4 12

0 0 0 0 0

7 17 19 15 58

0 4 3 9 16

68 109 163 171 511

1 2 2 4 9

0 0 0 0 0

69 115 168 184 536

0 3 6 6 15

1 2 4 5 12

40 42 69 88 239

0 0 0 0 0

41 47 79 99 266

186 303 442 550 1481

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

50 70 81 75 276

187 226 301 345 1059

10 13 16 13 52

0 0 0 0 0

247 309 398 433 1387

26 28 45 48 147

5 12 8 8 33

10 11 7 21 49

0 0 0 0 0

41 51 60 77 229

8 7 5 9 29

283 303 370 374 1330

4 4 5 13 26

0 0 0 0 0

295 314 380 396 1385

3 9 12 17 41

8 6 8 16 38

117 120 148 154 539

0 0 0 0 0

128 135 168 187 618

711 809 1006 1093 3619

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

113 128 105 126 472

399 390 372 380 1541

19 28 33 30 110

0 0 1 2 3

531 546 511 538 2126

30 41 67 51 189

8 7 20 13 48

25 28 25 24 102

0 0 0 5 5

63 76 112 93 344

15 15 20 8 58

378 392 360 396 1526

15 15 18 11 59

0 0 0 0 0

408 422 398 415 1643

22 17 23 21 83

24 19 37 21 101

148 148 145 145 586

0 0 0 0 0

194 184 205 187 770

1196 1228 1226 1233 4883

Grand Total Apprch % Total %

843 20.4 8.4

3104 75.1 31.1

184 4.5 1.8

3 0.1 0

4134

377 59.7 3.8

86 13.6 0.9

163 25.8 1.6

5 0.8 0.1

631

103 2.9 1

3367 94.5 33.7

94 2.6 0.9

0 0 0

3564

139 8.4 1.4

151 9.1 1.5

1364 82.5 13.7

0 0 0

1654

9983

41.4

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 19 08:00 AM 113 399 390 28 08:15 AM 128 08:30 AM 105 372 33 08:45 AM 126 380 30 Total Volume 472 1541 110 % App. Total 22.2 72.6 5.2 PHF .922 .966 .833

6.3

531 546 510 536 2123 .972

35.7

SR A1A Northbound

16.6

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

30 41 67 51 189 55.8 .705

8 7 20 13 48 14.2 .600

25 28 25 24 102 30.1 .911

63 76 112 88 339

15 15 20 8 58 3.5 .725

378 392 360 396 1526 92.9 .963

15 15 18 11 59 3.6 .819

408 422 398 415 1643

22 17 23 21 83 10.8 .902

24 19 37 21 101 13.1 .682

148 148 145 145 586 76.1 .990

194 184 205 187 770

1196 1228 1225 1226 4875

.939

.992

.757

202

.973

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. PM : : 12/9/2015 :1

Groups Printed- Car Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

128 118 127 140 513

374 376 396 369 1515

32 38 26 36 132

0 0 0 0 0

534 532 549 545 2160

35 29 28 28 120

16 18 20 15 69

24 19 14 22 79

0 0 0 0 0

75 66 62 65 268

16 25 8 13 62

321 349 354 328 1352

22 22 9 11 64

0 0 0 0 0

359 396 371 352 1478

11 15 24 24 74

24 22 11 22 79

103 115 140 142 500

0 0 0 0 0

138 152 175 188 653

1106 1146 1157 1150 4559

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

139 140 144 133 556

405 382 392 354 1533

37 36 27 39 139

0 0 0 0 0

581 558 563 526 2228

33 34 35 29 131

10 18 24 14 66

16 23 23 18 80

0 0 0 0 0

59 75 82 61 277

16 12 15 15 58

346 355 331 319 1351

10 10 11 18 49

0 0 0 0 0

372 377 357 352 1458

11 16 17 22 66

14 22 23 23 82

128 128 133 134 523

0 0 0 0 0

153 166 173 179 671

1165 1176 1175 1118 4634

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

152 144 112 125 533

369 361 317 303 1350

34 46 27 32 139

0 0 0 0 0

555 551 456 460 2022

32 30 27 23 112

17 15 14 16 62

23 19 22 22 86

0 0 0 0 0

72 64 63 61 260

24 31 16 16 87

336 306 212 179 1033

20 21 11 12 64

0 0 0 0 0

380 358 239 207 1184

19 16 16 19 70

32 28 22 11 93

103 94 87 72 356

0 0 0 0 0

154 138 125 102 519

1161 1111 883 830 3985

Grand Total Apprch % Total %

1602 25 12.2

4398 68.6 33.4

410 6.4 3.1

0 0 0

6410

363 45.1 2.8

197 24.5 1.5

245 30.4 1.9

0 0 0

805

207 5 1.6

3736 90.7 28.4

177 4.3 1.3

0 0 0

4120

210 11.4 1.6

254 13.8 1.9

1379 74.8 10.5

0 0 0

1843

13178

48.6

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 140 369 36 139 05:00 PM 405 37 05:15 PM 140 382 36 05:30 PM 392 27 144 Total Volume 563 1548 136 % App. Total 25.1 68.9 6.1 PHF .977 .956 .919

6.1

545 581 558 563 2247 .967

31.3

SR A1A Northbound

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

28 33 34 35 130 46.3 .929

15 10 18 24 67 23.8 .698

22 16 23 23 84 29.9 .913

65 59 75 82 281

13 16 12 15 56 3.8 .875

328 346 355 331 1360 93.3 .958

11 10 10 11 42 2.9 .955

352 372 377 357 1458

24 11 16 17 68 10 .708

22 14 22 23 81 11.9 .880

142 128 128 133 531 78.1 .935

188 153 166 173 680

1150 1165 1176 1175 4666

.904

.992

.857

203

.967

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. PM : : 12/9/2015 :1

Groups Printed- Truck Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

3 3 0 0 6

0 1 0 0 1

0 0 0 0 0

3 4 0 0 7

1 0 0 3 4

1 0 0 0 1

0 0 1 1 2

0 0 0 0 0

2 0 1 4 7

0 0 0 0 0

5 5 3 5 18

0 0 0 0 0

5 5 3 5 18

0 0 0 0 0

0 0 2 0 2

0 3 1 2 6

0 0 0 0 0

0 3 3 2 8

10 12 7 11 40

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 1 1 0 2

2 2 2 4 10

0 0 0 0 0

2 3 3 4 12

0 0 0 0 0

8 3 3 4 18

0 0 0 0 0

8 3 3 4 18

0 0 0 0 0

4 3 0 1 8

0 0 0 0 0

4 3 0 1 8

14 9 6 9 38

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

1 0 0 0 1

1 3 1 1 6

0 0 0 0 0

2 3 1 1 7

0 0 0 0 0

3 3 2 1 9

0 0 0 0 0

3 3 2 1 9

0 0 0 0 0

1 1 1 1 4

0 0 0 0 0

1 1 1 1 4

6 7 4 3 20

Grand Total Apprch % Total %

3 11.5 3.1

22 84.6 22.4

1 3.8 1

0 0 0

4 57.1 4.1

1 14.3 1

2 28.6 2

0 0 0

45 100 45.9

0 0 0

2 10 2

18 90 18.4

0 0 0

26.5

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 3 1 0 0 0 04:30 PM 04:45 PM 0 0 0 05:00 PM 0 2 0 Total Volume 0 5 1 % App. Total 0 83.3 16.7 PHF .000 .417 .250

7.1

4 0 0 2 6 .375

45.9

SR A1A Northbound

20.4

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 3 0 3 60 .250

0 0 0 0 0 0 .000

0 1 1 0 2 40 .500

0 1 4 0 5

0 0 0 0 0 0 .000

5 3 5 8 21 100 .656

0 0 0 0 0 0 .000

5 3 5 8 21

0 0 0 0 0 0 .000

0 2 0 0 2 16.7 .250

3 1 2 4 10 83.3 .625

3 3 2 4 12

12 7 11 14 44

.750

.786

.313

204

.656

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T7-SR A1A and Solana Rd. PM : : 12/9/2015 :1

Groups Printed- Combined Solana Rd. SR A1A Westbound Northbound

SR A1A Southbound

Solana Rd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

128 118 127 140 513

377 379 396 369 1521

32 39 26 36 133

0 0 0 0 0

537 536 549 545 2167

36 29 28 31 124

17 18 20 15 70

24 19 15 23 81

0 0 0 0 0

77 66 63 69 275

16 25 8 13 62

326 354 357 333 1370

22 22 9 11 64

0 0 0 0 0

364 401 374 357 1496

11 15 24 24 74

24 22 13 22 81

103 118 141 144 506

0 0 0 0 0

138 155 178 190 661

1116 1158 1164 1161 4599

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

139 141 145 133 558

407 384 394 358 1543

37 36 27 39 139

0 0 0 0 0

583 561 566 530 2240

33 34 35 29 131

10 18 24 14 66

16 23 23 18 80

0 0 0 0 0

59 75 82 61 277

16 12 15 15 58

354 358 334 323 1369

10 10 11 18 49

0 0 0 0 0

380 380 360 356 1476

11 16 17 22 66

14 22 23 23 82

132 131 133 135 531

0 0 0 0 0

157 169 173 180 679

1179 1185 1181 1127 4672

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

153 144 112 125 534

370 364 318 304 1356

34 46 27 32 139

0 0 0 0 0

557 554 457 461 2029

32 30 27 23 112

17 15 14 16 62

23 19 22 22 86

0 0 0 0 0

72 64 63 61 260

24 31 16 16 87

339 309 214 180 1042

20 21 11 12 64

0 0 0 0 0

383 361 241 208 1193

19 16 16 19 70

32 28 22 11 93

104 95 88 73 360

0 0 0 0 0

155 139 126 103 523

1167 1118 887 833 4005

Grand Total Apprch % Total %

1605 24.9 12.1

4420 68.7 33.3

411 6.4 3.1

0 0 0

6436

367 45.2 2.8

198 24.4 1.5

247 30.4 1.9

0 0 0

812

207 5 1.6

3781 90.8 28.5

177 4.2 1.3

0 0 0

4165

210 11.3 1.6

256 13.7 1.9

1397 75 10.5

0 0 0

1863

13276

48.5

SR A1A Southbound

Solana Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 140 369 36 139 05:00 PM 407 37 05:15 PM 141 384 36 05:30 PM 394 27 145 Total Volume 565 1554 136 % App. Total 25.1 68.9 6 PHF .974 .955 .919

6.1

545 583 561 566 2255 .967

31.4

SR A1A Northbound

Solana Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

31 33 34 35 133 46.7 .950

15 10 18 24 67 23.5 .698

23 16 23 23 85 29.8 .924

69 59 75 82 285

13 16 12 15 56 3.8 .875

333 354 358 334 1379 93.4 .963

11 10 10 11 42 2.8 .955

357 380 380 360 1477

24 11 16 17 68 9.9 .708

22 14 22 23 81 11.8 .880

144 132 131 133 540 78.4 .938

190 157 169 173 689

1161 1179 1185 1181 4706

.907

.993

.869

205

.972

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. AM : : 12/9/2015 :1

Groups Printed- Car Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 1 1 1 3

53 89 154 203 499

1 0 1 0 2

0 0 0 0 0

54 90 156 204 504

0 0 0 0 0

74 113 159 201 547

6 10 7 12 35

0 0 0 0 0

80 123 166 213 582

1 5 6 5 17

0 0 0 0 0

3 2 4 2 11

0 0 0 0 0

4 7 10 7 28

138 220 332 424 1114

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

6 6 6 12 30

187 236 304 363 1090

1 0 3 1 5

0 0 0 0 0

194 242 313 376 1125

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

291 318 351 381 1341

8 12 11 16 47

0 0 0 1 1

299 330 362 398 1389

6 12 15 31 64

0 0 0 0 0

5 0 1 4 10

0 0 0 0 0

11 12 16 35 74

504 584 691 811 2590

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

12 22 21 16 71

420 407 386 405 1618

0 0 0 0 0

432 429 407 421 1689

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

367 397 405 364 1533

13 16 27 28 84

0 0 0 0 0

380 413 432 392 1617

37 41 38 25 141

0 0 0 0 0

7 3 5 3 18

0 0 0 0 0

44 44 43 28 159

856 886 882 843 3467

Grand Total Apprch % Total %

104 3.1 1.5

3207 96.7 44.7

7 0.2 0.1

0 0 0

3318

2 50 0

0 0 0

2 50 0

0 0 0

3421 95.3 47.7

166 4.6 2.3

1 0 0

3588

222 85.1 3.1

0 0 0

39 14.9 0.5

0 0 0

261

7171

46.3

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 0 08:00 AM 12 420 407 0 08:15 AM 22 08:30 AM 21 386 0 08:45 AM 16 405 0 Total Volume 71 1618 0 % App. Total 4.2 95.8 0 PHF .807 .963 .000

0.1

432 429 407 421 1689 .977

SR A1A Northbound

3.6

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

367 397 405 364 1533 94.8 .946

13 16 27 28 84 5.2 .750

380 413 432 392 1617

37 41 38 25 141 88.7 .860

0 0 0 0 0 0 .000

7 3 5 3 18 11.3 .643

44 44 43 28 159

856 886 882 841 3465

.903

.978

.000

206

.936

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. AM : : 12/9/2015 :1

Groups Printed- Truck Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

3 5 7 4 19

0 0 0 0 0

3 5 7 4 19

0 0 0 0 0

1 3 3 8 15

0 0 1 0 1

0 0 0 0 0

1 3 4 8 16

0 0 1 0 1

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 1 1 2

4 8 12 13 37

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 1 0 0 1

11 7 5 8 31

0 0 0 0 0

11 8 5 8 32

0 0 0 0 0

2 3 6 7 18

0 1 0 0 1

0 0 0 0 0

2 4 6 7 19

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

14 12 12 15 53

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

18 10 15 7 50

0 0 0 0 0

18 10 15 7 50

0 0 0 0 0

5 3 6 7 21

0 1 0 1 2

0 0 0 0 0

5 4 6 8 23

2 1 1 2 6

0 0 0 0 0

2 1 1 2 6

25 15 22 17 79

Grand Total Apprch % Total %

1 1 0.6

100 99 59.2

0 0 0

101

0 0 0

54 93.1 32

4 6.9 2.4

0 0 0

9 90 5.3

0 0 0

1 10 0.6

0 0 0

169

59.8

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 0 08:00 AM 0 18 08:15 AM 0 10 0 08:30 AM 0 15 0 08:45 AM 0 7 0 Total Volume 0 50 0 % App. Total 0 100 0 PHF .000 .694 .000

18 10 15 7 50 .694

34.3

SR A1A Northbound

5.9

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

5 3 6 7 21 91.3 .750

0 1 0 1 2 8.7 .500

5 4 6 8 23

2 1 1 2 6 100 .750

0 0 0 0 0 0 .000

2 1 1 2 6

25 15 22 17 79

.750

.790

.000

207

.719

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. AM : : 12/9/2015 :1

Groups Printed- Combined Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 1 1 1 3

56 94 161 207 518

1 0 1 0 2

0 0 0 0 0

57 95 163 208 523

0 0 0 0 0

75 116 162 209 562

6 10 8 12 36

0 0 0 0 0

81 126 170 221 598

1 5 7 5 18

0 0 0 0 0

3 2 4 3 12

0 0 0 0 0

4 7 11 8 30

142 228 344 437 1151

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

6 7 6 12 31

198 243 309 371 1121

1 0 3 1 5

0 0 0 0 0

205 250 318 384 1157

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

293 321 357 388 1359

8 13 11 16 48

0 0 0 1 1

301 334 368 405 1408

7 12 16 31 66

0 0 0 0 0

5 0 1 4 10

0 0 0 0 0

12 12 17 35 76

518 596 703 826 2643

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

12 22 21 16 71

438 417 401 412 1668

0 0 0 0 0

450 439 422 428 1739

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

372 400 411 371 1554

13 17 27 29 86

0 0 0 0 0

385 417 438 400 1640

39 42 39 27 147

0 0 0 0 0

7 3 5 3 18

0 0 0 0 0

46 45 44 30 165

881 901 904 860 3546

Grand Total Apprch % Total %

105 3.1 1.4

3307 96.7 45.1

7 0.2 0.1

0 0 0

3419

2 50 0

0 0 0

2 50 0

0 0 0

3475 95.3 47.3

170 4.7 2.3

1 0 0

3646

231 85.2 3.1

0 0 0

40 14.8 0.5

0 0 0

271

7340

46.6

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 0 08:00 AM 12 438 417 0 08:15 AM 22 08:30 AM 21 401 0 08:45 AM 16 412 0 Total Volume 71 1668 0 % App. Total 4.1 95.9 0 PHF .807 .952 .000

0.1

450 439 422 428 1739 .966

49.7

SR A1A Northbound

3.7

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

372 400 411 371 1554 94.8 .945

13 17 27 29 86 5.2 .741

385 417 438 400 1640

39 42 39 27 147 89.1 .875

0 0 0 0 0 0 .000

7 3 5 3 18 10.9 .643

46 45 44 30 165

881 901 904 858 3544

.897

.980

.000

208

.936

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. PM : : 12/9/2015 :1

Groups Printed- Car Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

18 19 17 18 72

388 400 422 402 1612

2 0 1 1 4

0 0 0 0 0

408 419 440 421 1688

0 0 0 0 0

0 1 0 0 1

330 394 358 342 1424

17 34 34 24 109

0 0 0 0 0

347 429 392 366 1534

42 48 44 41 175

0 0 0 0 0

6 3 2 4 15

0 0 0 0 0

48 51 46 45 190

803 899 878 832 3412

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

19 8 5 8 40

417 408 423 391 1639

0 2 0 1 3

0 0 0 0 0

436 418 428 400 1682

0 0 0 0 0

0 1 0 1 2

372 382 362 351 1467

20 22 44 29 115

0 0 0 0 0

392 405 406 381 1584

50 36 48 35 169

0 0 0 0 0

5 2 6 3 16

0 0 0 0 0

55 38 54 38 185

883 861 888 819 3451

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

13 13 11 18 55

403 386 346 322 1457

2 0 1 2 5

0 0 0 0 0

418 399 358 342 1517

0 0 0 0 0

407 361 237 206 1211

23 31 15 17 86

0 0 0 0 0

430 392 252 223 1297

32 13 45 32 122

0 0 0 0 0

3 1 4 2 10

0 0 0 0 0

35 14 49 34 132

883 805 659 599 2946

Grand Total Apprch % Total %

167 3.4 1.7

4708 96.3 48

12 0.2 0.1

0 0 0

4887

0 0 0

3 0.1 0

4102 92.9 41.8

310 7 3.2

0 0 0

4415

466 91.9 4.8

0 0 0

41 8.1 0.4

0 0 0

507

9809

49.8

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:15 PM 400 0 04:15 PM 19 04:30 PM 17 422 1 04:45 PM 18 402 1 05:00 PM 19 417 0 Total Volume 73 1641 2 % App. Total 4.3 95.6 0.1 PHF .961 .972 .500

419 440 421 436 1716 .975

SR A1A Northbound

5.2

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

1 0 0 0 1 0.1 .250

394 358 342 372 1466 92.8 .930

34 34 24 20 112 7.1 .824

429 392 366 392 1579

48 44 41 50 183 92.9 .915

0 0 0 0 0 0 .000

3 2 4 5 14 7.1 .700

51 46 45 55 197

899 878 832 883 3492

.895

.971

.000

209

.920

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. PM : : 12/9/2015 :1

Groups Printed- Truck Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

4 3 1 2 10

0 0 0 0 0

4 3 1 2 10

0 0 0 0 0

7 8 4 5 24

0 0 0 0 0

7 8 4 5 24

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

11 12 5 7 35

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 2 0 0 2

1 0 2 3 6

0 0 0 0 0

1 2 2 3 8

0 0 0 0 0

6 3 3 4 16

0 1 0 0 1

0 0 0 0 0

6 4 3 4 17

1 1 0 0 2

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

2 1 0 0 3

9 7 5 7 28

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 1 0 1 2

1 1 1 0 3

0 0 0 0 0

1 2 1 1 5

0 0 0 0 0

2 3 2 0 7

0 0 0 0 0

2 3 2 0 7

0 0 0 0 0

3 5 3 1 12

Grand Total Apprch % Total %

4 17.4 5.3

19 82.6 25.3

0 0 0

47 97.9 62.7

1 2.1 1.3

0 0 0

3 75 4

0 0 0

1 25 1.3

0 0 0

30.7

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 0 04:00 PM 0 4 0 3 0 04:15 PM 04:30 PM 0 1 0 04:45 PM 0 2 0 Total Volume 0 10 0 % App. Total 0 100 0 PHF .000 .625 .000

4 3 1 2 10 .625

SR A1A Northbound

5.3

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

7 8 4 5 24 100 .750

0 0 0 0 0 0 .000

7 8 4 5 24

0 1 0 0 1 100 .250

0 0 0 0 0 0 .000

0 1 0 0 1

11 12 5 7 35

.250

.729

.000

210

.750

Peggy Malone & Associates, Inc. (904) 992-8072

File Name Site Code Start Date Page No

: T8-SR A1A and Libray Blvd. PM : : 12/9/2015 :1

Groups Printed- Combined Library Blvd. SR A1A Westbound Northbound

SR A1A Southbound

Private Driveway Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

18 19 17 18 72

392 403 423 404 1622

2 0 1 1 4

0 0 0 0 0

412 422 441 423 1698

0 0 0 0 0

0 1 0 0 1

337 402 362 347 1448

17 34 34 24 109

0 0 0 0 0

354 437 396 371 1558

42 49 44 41 176

0 0 0 0 0

6 3 2 4 15

0 0 0 0 0

48 52 46 45 191

814 911 883 839 3447

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

19 10 5 8 42

418 408 425 394 1645

0 2 0 1 3

0 0 0 0 0

437 420 430 403 1690

0 0 0 0 0

0 1 0 1 2

378 385 365 355 1483

20 23 44 29 116

0 0 0 0 0

398 409 409 385 1601

51 37 48 35 171

0 0 0 0 0

6 2 6 3 17

0 0 0 0 0

57 39 54 38 188

892 868 893 826 3479

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

13 14 11 19 57

404 387 347 322 1460

2 0 1 2 5

0 0 0 0 0

419 401 359 343 1522

0 0 0 0 0

409 364 239 206 1218

23 31 15 17 86

0 0 0 0 0

432 395 254 223 1304

32 13 45 32 122

0 0 0 0 0

3 1 4 2 10

0 0 0 0 0

35 14 49 34 132

886 810 662 600 2958

Grand Total Apprch % Total %

171 3.5 1.7

4727 96.3 47.8

12 0.2 0.1

0 0 0

4910

0 0 0

3 0.1 0

4149 93 42

311 7 3.1

0 0 0

4463

469 91.8 4.7

0 0 0

42 8.2 0.4

0 0 0

511

9884

49.7

SR A1A Southbound

Library Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:15 PM 403 0 04:15 PM 19 04:30 PM 17 423 1 04:45 PM 18 404 1 05:00 PM 19 418 0 Total Volume 73 1648 2 % App. Total 4.2 95.6 0.1 PHF .961 .974 .500

422 441 423 437 1723 .977

45.2

SR A1A Northbound

5.2

Private Driveway Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

1 0 0 0 1 0.1 .250

402 362 347 378 1489 92.9 .926

34 34 24 20 112 7 .824

437 396 371 398 1602

49 44 41 51 185 92.5 .907

0 0 0 0 0 0 .000

3 2 4 6 15 7.5 .625

52 46 45 57 200

911 883 839 892 3525

.877

.967

.000

211

.916

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. AM : : 12/8/2015 :1

Groups Printed- Car Corona Rd. Westbound

SR A1A Southbound

SR A1A Northbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 1 2

51 78 144 194 467

1 6 6 27 40

0 0 0 0 0

52 84 151 222 509

3 6 14 17 40

0 0 0 0 0

3 4 9 10 26

0 0 0 0 0

6 10 23 27 66

4 11 9 9 33

72 107 159 190 528

1 0 1 1 3

0 0 0 0 0

77 118 169 200 564

0 0 1 1 2

0 0 0 0 0

2 4 3 5 14

0 0 0 1 1

2 4 4 7 17

137 216 347 456 1156

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 0 0 4 5

149 258 315 382 1104

14 17 17 16 64

1 0 1 0 2

165 275 333 402 1175

25 33 25 35 118

0 0 0 0 0

21 13 20 22 76

0 0 0 0 0

46 46 45 57 194

11 19 21 27 78

276 288 373 366 1303

2 0 2 2 6

0 5 0 0 5

289 312 396 395 1392

1 3 0 2 6

1 0 0 1 2

4 7 1 2 14

0 0 1 0 1

6 10 2 5 23

506 643 776 859 2784

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 1 1 2 5

353 357 283 306 1299

23 19 16 31 89

0 0 0 0 0

377 377 300 339 1393

31 45 29 27 132

1 0 1 1 3

64 42 31 41 178

2 0 0 0 2

98 87 61 69 315

36 42 46 50 174

402 422 432 338 1594

2 0 5 4 11

0 0 0 1 1

440 464 483 393 1780

6 6 0 1 13

2 1 1 0 4

0 4 7 3 14

0 1 1 1 3

8 12 9 5 34

923 940 853 806 3522

Grand Total Apprch % Total %

12 0.4 0.2

2870 93.3 38.5

193 6.3 2.6

2 0.1 0

3077

290 50.4 3.9

3 0.5 0

280 48.7 3.8

2 0.3 0

575

285 7.6 3.8

3425 91.7 45.9

20 0.5 0.3

6 0.2 0.1

3736

21 28.4 0.3

6 8.1 0.1

42 56.8 0.6

5 6.8 0.1

7462

41.2

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 16 07:45 AM 4 382 08:00 AM 1 353 23 08:15 AM 1 357 19 08:30 AM 1 283 16 Total Volume 7 1375 74 % App. Total 0.5 94.4 5.1 PHF .438 .900 .804

7.7

402 377 377 300 1456 .905

50.1

SR A1A Northbound

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

35 31 45 29 140 46.5 .778

0 1 0 1 2 0.7 .500

22 64 42 31 159 52.8 .621

57 96 87 61 301

27 36 42 46 151 8.5 .821

366 402 422 432 1622 91 .939

2 2 0 5 9 0.5 .450

395 440 464 483 1782

2 6 6 0 14 43.8 .583

1 2 1 1 5 15.6 .625

2 0 4 7 13 40.6 .464

5 8 11 8 32

859 921 939 852 3571

.727

.951

.784

212

.922

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. AM : : 12/8/2015 :1

Groups Printed- Truck Corona Rd. SR A1A Westbound Northbound

SR A1A Southbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

5 3 7 4 19

0 0 0 0 0

5 3 7 4 19

0 0 2 0 2

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 2 1 3

0 0 0 0 0

2 3 7 4 16

0 0 0 0 0

2 3 7 4 16

0 0 0 0 0

7 6 16 9 38

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 0 0 0

11 7 13 7 38

0 0 0 3 3

0 0 0 0 0

11 7 13 10 41

0 0 0 1 1

0 0 0 0 0

2 1 0 0 3

0 0 0 0 0

2 1 0 1 4

2 0 0 2 4

4 2 10 5 21

0 0 0 0 0

6 2 10 7 25

0 0 0 0 0

19 10 23 18 70

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

10 10 6 7 33

0 0 0 0 0

10 10 6 7 33

1 2 0 1 4

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

1 3 0 1 5

2 1 2 0 5

4 7 7 13 31

0 1 0 0 1

0 0 0 0 0

6 9 9 13 37

0 0 0 0 0

17 22 15 21 75

Grand Total Apprch % Total %

0 0 0

90 96.8 49.2

3 3.2 1.6

0 0 0

7 58.3 3.8

0 0 0

5 41.7 2.7

0 0 0

9 11.5 4.9

68 87.2 37.2

1 1.3 0.5

0 0 0

183

50.8

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 0 07:30 AM 0 13 07:45 AM 0 7 3 08:00 AM 0 10 0 08:15 AM 0 10 0 Total Volume 0 40 3 % App. Total 0 93 7 PHF .000 .769 .250

6.6

13 10 10 10 43 .827

42.6

SR A1A Northbound

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 1 1 2 4 80 .500

0 0 0 0 0 0 .000

0 0 0 1 1 20 .250

0 1 1 3 5

0 2 2 1 5 15.6 .625

10 5 4 7 26 81.2 .650

0 0 0 1 1 3.1 .250

10 7 6 9 32

0 0 0 0 0 0 .000

0 0 0 0 0

23 18 17 22 80

.000

.870

.417

213

.800

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. AM : : 12/8/2015 :1

Groups Printed- Combined Corona Rd. SR A1A Westbound Northbound

SR A1A Southbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 1 2

56 81 151 198 486

1 6 6 27 40

0 0 0 0 0

57 87 158 226 528

3 6 16 17 42

0 0 0 0 0

3 4 9 11 27

0 0 0 0 0

6 10 25 28 69

4 11 9 9 33

74 110 166 194 544

1 0 1 1 3

0 0 0 0 0

79 121 176 204 580

0 0 1 1 2

0 0 0 0 0

2 4 3 5 14

0 0 0 1 1

2 4 4 7 17

144 222 363 465 1194

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 0 0 4 5

160 265 328 389 1142

14 17 17 19 67

1 0 1 0 2

176 282 346 412 1216

25 33 25 36 119

0 0 0 0 0

23 14 20 22 79

0 0 0 0 0

48 47 45 58 198

13 19 21 29 82

280 290 383 371 1324

2 0 2 2 6

0 5 0 0 5

295 314 406 402 1417

1 3 0 2 6

1 0 0 1 2

4 7 1 2 14

0 0 1 0 1

6 10 2 5 23

525 653 799 877 2854

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 1 1 2 5

363 367 289 313 1332

23 19 16 31 89

0 0 0 0 0

387 387 306 346 1426

32 47 29 28 136

1 0 1 1 3

64 43 31 41 179

2 0 0 0 2

99 90 61 70 320

38 43 48 50 179

406 429 439 351 1625

2 1 5 4 12

0 0 0 1 1

446 473 492 406 1817

6 6 0 1 13

2 1 1 0 4

0 4 7 3 14

0 1 1 1 3

8 12 9 5 34

940 962 868 827 3597

Grand Total Apprch % Total %

12 0.4 0.2

2960 93.4 38.7

196 6.2 2.6

2 0.1 0

3170

297 50.6 3.9

3 0.5 0

285 48.6 3.7

2 0.3 0

587

294 7.7 3.8

3493 91.6 45.7

21 0.6 0.3

6 0.2 0.1

3814

21 28.4 0.3

6 8.1 0.1

42 56.8 0.5

5 6.8 0.1

7645

41.5

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 19 07:45 AM 4 389 08:00 AM 1 363 23 08:15 AM 1 367 19 08:30 AM 1 289 16 Total Volume 7 1408 77 % App. Total 0.5 94.4 5.2 PHF .438 .905 .837

7.7

412 387 387 306 1492 .905

49.9

SR A1A Northbound

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

36 32 47 29 144 47.1 .766

0 1 0 1 2 0.7 .500

22 64 43 31 160 52.3 .625

58 97 90 61 306

29 38 43 48 158 8.7 .823

371 406 429 439 1645 90.7 .937

2 2 1 5 10 0.6 .500

402 446 473 492 1813

2 6 6 0 14 43.8 .583

1 2 1 1 5 15.6 .625

2 0 4 7 13 40.6 .464

5 8 11 8 32

877 938 961 867 3643

.727

.948

.789

214

.921

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. PM : : 12/8/2015 :1

Groups Printed- Car Corona Rd. Westbound

SR A1A Southbound

SR A1A Northbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

3 5 1 4 13

383 381 373 434 1571

35 28 59 32 154

0 0 0 0 0

421 414 433 470 1738

17 11 16 35 79

3 2 4 0 9

31 34 32 39 136

0 0 0 0 0

51 47 52 74 224

39 20 32 36 127

328 341 359 344 1372

3 6 5 8 22

0 0 1 0 1

370 367 397 388 1522

1 1 4 1 7

2 2 0 0 4

4 3 16 12 35

0 1 1 2 4

7 7 21 15 50

849 835 903 947 3534

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 4 4 5 13

446 428 412 401 1687

31 28 30 19 108

0 0 0 0 0

477 460 446 425 1808

26 23 20 28 97

2 1 1 0 4

33 37 37 38 145

0 0 0 0 0

61 61 58 66 246

41 43 34 29 147

444 433 399 392 1668

2 4 3 5 14

0 0 0 0 0

487 480 436 426 1829

1 4 3 2 10

0 0 0 0 0

1 4 3 3 11

1 0 0 0 1

3 8 6 5 22

1028 1009 946 922 3905

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

4 8 6 2 20

375 356 370 318 1419

34 30 38 25 127

0 0 0 0 0

413 394 414 345 1566

23 36 19 17 95

0 0 0 1 1

31 27 16 17 91

0 0 0 0 0

54 63 35 35 187

26 25 17 21 89

338 272 240 220 1070

4 4 6 1 15

0 0 0 0 0

368 301 263 242 1174

1 2 3 3 9

0 0 0 0 0

4 5 0 2 11

0 0 0 0 0

5 7 3 5 20

840 765 715 627 2947

Grand Total Apprch % Total %

46 0.9 0.4

4677 91.5 45

389 7.6 3.7

0 0 0

5112

271 41.2 2.6

14 2.1 0.1

372 56.6 3.6

0 0 0

657

363 8 3.5

4110 90.8 39.6

51 1.1 0.5

1 0 0

4525

26 28.3 0.3

4 4.3 0

57 62 0.5

5 5.4 0

10386

49.2

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 434 04:45 PM 4 32 05:00 PM 0 31 446 05:15 PM 4 428 28 05:30 PM 4 412 30 Total Volume 12 1720 121 % App. Total 0.6 92.8 6.5 PHF .750 .964 .945

6.3

470 477 460 446 1853 .971

43.6

SR A1A Northbound

0.9

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

35 26 23 20 104 40.9 .743

0 2 1 1 4 1.6 .500

39 33 37 37 146 57.5 .936

74 61 61 58 254

36 41 43 34 154 8.6 .895

344 444 433 399 1620 90.5 .912

8 2 4 3 17 0.9 .531

388 487 480 436 1791

1 1 4 3 9 31 .563

0 0 0 0 0 0 .000

12 1 4 3 20 69 .417

13 2 8 6 29

945 1027 1009 946 3927

.558

.956

.858

215

.919

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. PM : : 12/8/2015 :1

Groups Printed- Truck Corona Rd. SR A1A Westbound Northbound

SR A1A Southbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 1 0 0 1

3 7 5 1 16

0 0 0 0 0

3 8 5 1 17

1 1 0 1 3

0 0 0 0 0

0 2 2 0 4

0 0 0 0 0

1 3 2 1 7

1 0 0 3 4

7 14 7 1 29

0 0 0 0 0

8 14 7 4 33

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 2 0 2

12 25 16 6 59

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

2 2 2 1 7

0 0 0 0 0

2 2 2 1 7

3 0 0 0 3

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

3 0 0 1 4

1 0 0 1 2

3 3 2 4 12

0 0 0 0 0

4 3 2 5 14

0 0 0 0 0

9 5 4 7 25

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 0 3 0 4

0 0 0 0 0

1 0 3 0 4

0 0 0 0 0

4 0 2 0 6

0 0 0 0 0

4 0 2 0 6

0 0 0 0 0

5 0 5 0 10

Grand Total Apprch % Total %

1 3.6 1.1

27 96.4 28.7

0 0 0

6 54.5 6.4

0 0 0

5 45.5 5.3

0 0 0

6 11.3 6.4

47 88.7 50

0 0 0

1 50 1.1

0 0 0

1 50 1.1

0 0 0

29.8

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 04:15 PM 0 1 7 04:30 PM 0 5 0 04:45 PM 0 1 0 Total Volume 1 16 0 % App. Total 5.9 94.1 0 PHF .250 .571 .000

11.7

3 8 5 1 17 .531

56.4

SR A1A Northbound

2.1

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 1 0 1 3 42.9 .750

0 0 0 0 0 0 .000

0 2 2 0 4 57.1 .500

1 3 2 1 7

1 0 0 3 4 12.1 .333

7 14 7 1 29 87.9 .518

0 0 0 0 0 0 .000

8 14 7 4 33

0 0 1 0 1 50 .250

0 0 0 0 0 0 .000

0 0 1 0 1 50 .250

0 0 2 0 2

12 25 16 6 59

.250

.590

.583

216

.589

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T9 SR A1A and Summerfield Dr Corona Rd. PM : : 12/8/2015 :1

Groups Printed- Combined Corona Rd. SR A1A Westbound Northbound

SR A1A Southbound

Summerfield Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

3 6 1 4 14

386 388 378 435 1587

35 28 59 32 154

0 0 0 0 0

424 422 438 471 1755

18 12 16 36 82

3 2 4 0 9

31 36 34 39 140

0 0 0 0 0

52 50 54 75 231

40 20 32 39 131

335 355 366 345 1401

3 6 5 8 22

0 0 1 0 1

378 381 404 392 1555

1 1 5 1 8

2 2 0 0 4

4 3 17 12 36

0 1 1 2 4

7 7 23 15 52

861 860 919 953 3593

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 4 4 5 13

448 430 414 402 1694

31 28 30 19 108

0 0 0 0 0

479 462 448 426 1815

29 23 20 28 100

2 1 1 0 4

33 37 37 39 146

0 0 0 0 0

64 61 58 67 250

42 43 34 30 149

447 436 401 396 1680

2 4 3 5 14

0 0 0 0 0

491 483 438 431 1843

1 4 3 2 10

0 0 0 0 0

1 4 3 3 11

1 0 0 0 1

3 8 6 5 22

1037 1014 950 929 3930

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

4 8 6 2 20

376 356 373 318 1423

34 30 38 25 127

0 0 0 0 0

414 394 417 345 1570

23 36 19 17 95

0 0 0 1 1

31 27 16 17 91

0 0 0 0 0

54 63 35 35 187

26 25 17 21 89

342 272 242 220 1076

4 4 6 1 15

0 0 0 0 0

372 301 265 242 1180

1 2 3 3 9

0 0 0 0 0

4 5 0 2 11

0 0 0 0 0

5 7 3 5 20

845 765 720 627 2957

Grand Total Apprch % Total %

47 0.9 0.4

4704 91.5 44.9

389 7.6 3.7

0 0 0

5140

277 41.5 2.6

14 2.1 0.1

377 56.4 3.6

0 0 0

668

369 8.1 3.5

4157 90.8 39.7

51 1.1 0.5

1 0 0

4578

27 28.7 0.3

4 4.3 0

58 61.7 0.6

5 5.3 0

10480

SR A1A Southbound

Corona Rd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 435 04:45 PM 4 32 05:00 PM 0 31 448 05:15 PM 4 430 28 05:30 PM 4 414 30 Total Volume 12 1727 121 % App. Total 0.6 92.8 6.5 PHF .750 .964 .945

6.4

471 479 462 448 1860 .971

43.7

SR A1A Northbound

0.9

Summerfield Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

36 29 23 20 108 41.9 .750

0 2 1 1 4 1.6 .500

39 33 37 37 146 56.6 .936

75 64 61 58 258

39 42 43 34 158 8.8 .919

345 447 436 401 1629 90.3 .911

8 2 4 3 17 0.9 .531

392 491 483 438 1804

1 1 4 3 9 31 .563

0 0 0 0 0 0 .000

12 1 4 3 20 69 .417

13 2 8 6 29

951 1036 1014 950 3951

.558

.953

.860

217

.919

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place AM : : 12/8/2015 :1

Groups Printed- Car Ocean Place Westbound

SR A1A Southbound

SR A1A Northbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 1 1 3 6

50 82 150 196 478

2 0 0 0 2

0 0 0 0 0

53 83 151 199 486

2 4 4 5 15

0 0 0 0 0

3 4 1 6 14

0 0 3 0 3

5 8 8 11 32

0 1 0 2 3

63 105 162 189 519

0 0 1 4 5

0 0 0 0 0

63 106 163 195 527

4 2 8 5 19

0 0 0 0 0

7 14 13 17 51

0 1 0 1 2

11 17 21 23 72

132 214 343 428 1117

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 11 4 8 26

157 223 314 378 1072

1 2 0 7 10

0 0 0 2 2

161 236 318 395 1110

9 9 11 15 44

0 1 0 0 1

5 6 7 11 29

2 1 0 0 3

16 17 18 26 77

1 2 0 6 9

279 306 369 367 1321

3 3 5 4 15

0 0 0 0 0

283 311 374 377 1345

5 14 15 12 46

1 0 0 0 1

13 17 19 19 68

0 0 0 1 1

19 31 34 32 116

479 595 744 830 2648

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

3 11 2 1 17

335 376 331 302 1344

21 64 12 3 100

1 2 0 0 3

360 453 345 306 1464

19 15 18 11 63

0 0 0 1 1

5 4 9 5 23

4 1 0 3 8

28 20 27 20 95

5 1 2 4 12

439 403 466 322 1630

1 5 5 7 18

0 0 0 0 0

445 409 473 333 1660

16 15 17 10 58

0 0 0 0 0

22 27 15 12 76

0 0 0 0 0

38 42 32 22 134

871 924 877 681 3353

Grand Total Apprch % Total %

49 1.6 0.7

2894 94.6 40.7

112 3.7 1.6

5 0.2 0.1

3060

122 59.8 1.7

2 1 0

66 32.4 0.9

14 6.9 0.2

204

24 0.7 0.3

3470 98.2 48.7

38 1.1 0.5

0 0 0

3532

123 38.2 1.7

1 0.3 0

195 60.6 2.7

3 0.9 0

322

7118

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 7 07:45 AM 8 378 08:00 AM 3 335 21 08:15 AM 376 11 64 08:30 AM 2 331 12 Total Volume 24 1420 104 % App. Total 1.6 91.7 6.7 PHF .545 .939 .406

2.9

393 359 451 345 1548 .858

49.6

SR A1A Northbound

4.5

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

15 19 15 18 67 69.8 .882

0 0 0 0 0 0 .000

11 5 4 9 29 30.2 .659

26 24 19 27 96

6 5 1 2 14 0.8 .583

367 439 403 466 1675 98.3 .899

4 1 5 5 15 0.9 .750

377 445 409 473 1704

12 16 15 17 60 42 .882

0 0 0 0 0 0 .000

19 22 27 15 83 58 .769

31 38 42 32 143

827 866 921 877 3491

.851

.948

.889

218

.901

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place AM : : 12/8/2015 :1

Groups Printed- Truck Ocean Place SR A1A Westbound Northbound

SR A1A Southbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 0 1

5 2 6 4 17

0 0 0 0 0

5 2 7 4 18

0 0 0 0 0

2 3 5 3 13

1 0 0 0 1

0 0 0 0 0

3 3 5 3 14

0 1 0 1 2

0 0 0 0 0

0 1 0 1 2

8 6 12 8 34

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 0 0 0

13 9 12 4 38

0 0 0 0 0

13 9 12 4 38

0 0 0 0 0

7 1 13 7 28

0 0 0 0 0

7 1 13 7 28

0 0 0 0 0

20 10 25 11 66

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 1 0 1

10 10 6 8 34

0 0 0 0 0

10 10 7 8 35

0 0 0 0 0

8 6 9 11 34

0 0 0 0 0

8 6 9 11 34

0 0 0 0 0

18 16 16 19 69

Grand Total Apprch % Total %

2 2.2 1.2

89 97.8 52.7

0 0 0

75 98.7 44.4

1 1.3 0.6

0 0 0

2 100 1.2

0 0 0

169

53.8

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 0 07:30 AM 0 12 07:45 AM 0 4 0 08:00 AM 0 10 0 08:15 AM 0 10 0 Total Volume 0 36 0 % App. Total 0 100 0 PHF .000 .750 .000

12 4 10 10 36 .750

SR A1A Northbound

1.2

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

13 7 8 6 34 100 .654

0 0 0 0 0 0 .000

13 7 8 6 34

0 0 0 0 0 0 .000

0 0 0 0 0

25 11 18 16 70

.000

.700

.000

219

.654

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place AM : : 12/8/2015 :1

Groups Printed- Combined Ocean Place SR A1A Westbound Northbound

SR A1A Southbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 1 2 3 7

55 84 156 200 495

2 0 0 0 2

0 0 0 0 0

58 85 158 203 504

2 4 4 5 15

0 0 0 0 0

3 4 1 6 14

0 0 3 0 3

5 8 8 11 32

0 1 0 2 3

65 108 167 192 532

1 0 1 4 6

0 0 0 0 0

66 109 168 198 541

4 3 8 6 21

0 0 0 0 0

7 14 13 17 51

0 1 0 1 2

11 18 21 24 74

140 220 355 436 1151

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 11 4 8 26

170 232 326 382 1110

1 2 0 7 10

0 0 0 2 2

174 245 330 399 1148

9 9 11 15 44

0 1 0 0 1

5 6 7 11 29

2 1 0 0 3

16 17 18 26 77

1 2 0 6 9

286 307 382 374 1349

3 3 5 4 15

0 0 0 0 0

290 312 387 384 1373

5 14 15 12 46

1 0 0 0 1

13 17 19 19 68

0 0 0 1 1

19 31 34 32 116

499 605 769 841 2714

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

3 11 3 1 18

345 386 337 310 1378

21 64 12 3 100

1 2 0 0 3

370 463 352 314 1499

19 15 18 11 63

0 0 0 1 1

5 4 9 5 23

4 1 0 3 8

28 20 27 20 95

5 1 2 4 12

447 409 475 333 1664

1 5 5 7 18

0 0 0 0 0

453 415 482 344 1694

16 15 17 10 58

0 0 0 0 0

22 27 15 12 76

0 0 0 0 0

38 42 32 22 134

889 940 893 700 3422

Grand Total Apprch % Total %

51 1.6 0.7

2983 94.7 40.9

112 3.6 1.5

5 0.2 0.1

3151

122 59.8 1.7

2 1 0

66 32.4 0.9

14 6.9 0.2

204

24 0.7 0.3

3545 98.3 48.6

39 1.1 0.5

0 0 0

3608

125 38.6 1.7

1 0.3 0

195 60.2 2.7

3 0.9 0

324

7287

43.2

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 8 382 7 08:00 AM 3 345 21 08:15 AM 11 386 64 08:30 AM 3 337 12 Total Volume 25 1450 104 % App. Total 1.6 91.8 6.6 PHF .568 .939 .406

2.8

397 369 461 352 1579 .856

49.5

SR A1A Northbound

4.4

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

15 19 15 18 67 69.8 .882

0 0 0 0 0 0 .000

11 5 4 9 29 30.2 .659

26 24 19 27 96

6 5 1 2 14 0.8 .583

374 447 409 475 1705 98.3 .897

4 1 5 5 15 0.9 .750

384 453 415 482 1734

12 16 15 17 60 42 .882

0 0 0 0 0 0 .000

19 22 27 15 83 58 .769

31 38 42 32 143

838 884 937 893 3552

.851

.948

.889

220

.899

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place PM : : 12/8/2015 :1

Groups Printed- Car Ocean Place Westbound

SR A1A Southbound

SR A1A Northbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

15 19 13 9 56

393 388 400 448 1629

12 9 4 9 34

0 1 0 0 1

420 417 417 466 1720

5 6 12 5 28

0 0 1 1 2

6 6 4 0 16

1 1 0 1 3

12 13 17 7 49

10 6 5 7 28

379 367 356 362 1464

14 7 20 14 55

1 0 0 0 1

404 380 381 383 1548

8 6 12 9 35

0 0 0 0 0

13 13 9 15 50

0 0 2 1 3

21 19 23 25 88

857 829 838 881 3405

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

17 15 12 18 62

444 448 417 395 1704

11 14 16 15 56

0 0 1 0 1

472 477 446 428 1823

8 2 3 6 19

0 0 0 0 0

4 5 4 5 18

0 1 0 0 1

12 8 7 11 38

5 6 12 3 26

456 456 421 386 1719

15 17 19 13 64

0 0 0 0 0

476 479 452 402 1809

5 4 5 10 24

0 0 0 0 0

5 9 7 11 32

0 0 1 1 2

10 13 13 22 58

970 977 918 863 3728

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

24 27 25 21 97

400 356 375 308 1439

5 13 8 3 29

0 0 0 0 0

429 396 408 332 1565

5 7 5 5 22

0 0 0 0 0

5 6 4 2 17

0 0 0 0 0

10 13 9 7 39

5 8 7 5 25

340 303 244 247 1134

13 16 11 10 50

0 0 0 0 0

358 327 262 262 1209

14 5 8 10 37

1 0 0 0 1

7 10 13 4 34

0 0 0 2 2

22 15 21 16 74

819 751 700 617 2887

Grand Total Apprch % Total %

215 4.2 2.1

4772 93.4 47.6

119 2.3 1.2

2 0 0

5108

69 54.8 0.7

2 1.6 0

51 40.5 0.5

4 3.2 0

126

79 1.7 0.8

4317 94.5 43.1

169 3.7 1.7

1 0 0

4566

96 43.6 1

1 0.5 0

116 52.7 1.2

7 3.2 0.1

220

10020

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 9 04:45 PM 9 448 05:00 PM 444 11 17 05:15 PM 15 448 14 05:30 PM 12 417 16 Total Volume 53 1757 50 % App. Total 2.8 94.5 2.7 PHF .779 .980 .781

1.3

466 472 477 445 1860 .975

45.6

SR A1A Northbound

2.2

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

5 8 2 3 18 56.2 .563

1 0 0 0 1 3.1 .250

0 4 5 4 13 40.6 .650

6 12 7 7 32

7 5 6 12 30 1.7 .625

362 456 456 421 1695 94.7 .929

14 15 17 19 65 3.6 .855

383 476 479 452 1790

9 5 4 5 23 39 .639

0 0 0 0 0 0 .000

15 5 9 7 36 61 .600

24 10 13 12 59

879 970 976 916 3741

.615

.958

.667

221

.934

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place PM : : 12/8/2015 :1

Groups Printed- Truck Ocean Place SR A1A Westbound Northbound

SR A1A Southbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 1 0 1

4 10 6 2 22

0 0 0 0 0

4 10 7 2 23

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

0 1 0 0 1

8 13 5 2 28

0 1 0 0 1

0 0 0 0 0

8 15 5 2 30

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

12 26 13 4 55

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

2 2 4 2 10

0 0 0 0 0

2 2 4 2 10

0 0 0 0 0

3 3 3 4 13

0 0 0 0 0

3 3 3 4 13

0 0 1 0 1

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 1 1 2

5 5 8 7 25

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 0 3 0 4

0 0 0 0 0

1 0 3 0 4

0 0 0 0 0

2 0 0 1 3

0 0 0 0 0

2 0 0 1 3

0 0 0 0 0

3 0 3 1 7

Grand Total Apprch % Total %

1 2.7 1.1

36 97.3 41.4

0 0 0

1 100 1.1

0 0 0

1 2.2 1.1

44 95.7 50.6

1 2.2 1.1

0 0 0

2 66.7 2.3

0 0 0

1 33.3 1.1

0 0 0

42.5

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 4 0 0 04:15 PM 0 10 04:30 PM 6 0 1 04:45 PM 0 2 0 Total Volume 1 22 0 % App. Total 4.3 95.7 0 PHF .250 .550 .000

1.1

4 10 7 2 23 .575

52.9

SR A1A Northbound

3.4

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 1 0 1 100 .250

0 0 1 0 1

0 1 0 0 1 3.3 .250

8 13 5 2 28 93.3 .538

0 1 0 0 1 3.3 .250

8 15 5 2 30

0 1 0 0 1 100 .250

0 0 0 0 0 0 .000

0 1 0 0 1

12 26 13 4 55

.250

.529

.250

222

.500

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T12 SR A1A and Thousand Oaks Dr_Ocean Place PM : : 12/8/2015 :1

Groups Printed- Combined Ocean Place SR A1A Westbound Northbound

SR A1A Southbound

Thousand Oaks Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

15 19 14 9 57

397 398 406 450 1651

12 9 4 9 34

0 1 0 0 1

424 427 424 468 1743

5 6 12 5 28

0 0 1 1 2

6 6 5 0 17

1 1 0 1 3

12 13 18 7 50

10 7 5 7 29

387 380 361 364 1492

14 8 20 14 56

1 0 0 0 1

412 395 386 385 1578

8 7 12 9 36

0 0 0 0 0

13 13 9 15 50

0 0 2 1 3

21 20 23 25 89

869 855 851 885 3460

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

17 15 12 18 62

446 450 421 397 1714

11 14 16 15 56

0 0 1 0 1

474 479 450 430 1833

8 2 3 6 19

0 0 0 0 0

4 5 4 5 18

0 1 0 0 1

12 8 7 11 38

5 6 12 3 26

459 459 424 390 1732

15 17 19 13 64

0 0 0 0 0

479 482 455 406 1822

5 4 6 10 25

0 0 0 0 0

5 9 7 12 33

0 0 1 1 2

10 13 14 23 60

975 982 926 870 3753

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

24 27 25 21 97

401 356 378 308 1443

5 13 8 3 29

0 0 0 0 0

430 396 411 332 1569

5 7 5 5 22

0 0 0 0 0

5 6 4 2 17

0 0 0 0 0

10 13 9 7 39

5 8 7 5 25

342 303 244 248 1137

13 16 11 10 50

0 0 0 0 0

360 327 262 263 1212

14 5 8 10 37

1 0 0 0 1

7 10 13 4 34

0 0 0 2 2

22 15 21 16 74

822 751 703 618 2894

Grand Total Apprch % Total %

216 4.2 2.1

4808 93.4 47.6

119 2.3 1.2

2 0 0

5145

69 54.3 0.7

2 1.6 0

52 40.9 0.5

4 3.1 0

127

80 1.7 0.8

4361 94.6 43.1

170 3.7 1.7

1 0 0

4612

98 43.9 1

1 0.4 0

117 52.5 1.2

7 3.1 0.1

223

10107

50.9

SR A1A Southbound

Ocean Place Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 9 04:45 PM 9 450 05:00 PM 446 11 17 05:15 PM 15 450 14 05:30 PM 12 421 16 Total Volume 53 1767 50 % App. Total 2.8 94.5 2.7 PHF .779 .982 .781

1.3

468 474 479 449 1870 .976

45.6

SR A1A Northbound

2.2

Thousand Oaks Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

5 8 2 3 18 56.2 .563

1 0 0 0 1 3.1 .250

0 4 5 4 13 40.6 .650

6 12 7 7 32

7 5 6 12 30 1.7 .625

364 459 459 424 1706 94.7 .929

14 15 17 19 65 3.6 .855

385 479 482 455 1801

9 5 4 6 24 40 .667

0 0 0 0 0 0 .000

15 5 9 7 36 60 .600

24 10 13 13 60

883 975 981 924 3763

.625

.959

.667

223

.934

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle AM : : 12/8/2015 :1

Groups Printed- Car L'Atrium Circle Westbound

SR A1A Southbound

SR A1A Northbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

9 14 29 49 101

53 71 111 157 392

2 1 1 2 6

0 0 0 0 0

64 86 141 208 499

5 11 6 7 29

0 0 1 0 1

0 3 1 7 11

1 0 2 0 3

6 14 10 14 44

0 1 2 0 3

60 97 130 177 464

2 3 1 3 9

0 0 0 0 0

62 101 133 180 476

2 0 4 1 7

0 0 0 0 0

1 4 7 9 21

0 0 0 0 0

3 4 11 10 28

135 205 295 412 1047

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

34 31 62 67 194

139 186 277 348 950

5 1 0 7 13

0 0 0 0 0

178 218 339 422 1157

18 11 11 17 57

1 0 1 1 3

5 9 4 11 29

2 0 1 0 3

26 20 17 29 92

1 2 2 4 9

241 284 341 337 1203

8 10 10 15 43

0 0 0 0 0

250 296 353 356 1255

4 7 4 5 20

0 0 0 1 1

19 12 26 21 78

0 0 0 1 1

23 19 30 28 100

477 553 739 835 2604

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

52 60 55 61 228

274 318 301 255 1148

10 8 7 6 31

0 0 0 0 0

336 386 363 322 1407

39 29 15 18 101

4 0 0 4 8

13 13 9 10 45

2 2 2 0 6

58 44 26 32 160

3 1 2 3 9

419 326 389 284 1418

19 6 16 25 66

0 2 1 3 6

441 335 408 315 1499

14 7 7 8 36

0 1 2 0 3

29 27 28 9 93

1 1 2 0 4

44 36 39 17 136

879 801 836 686 3202

Grand Total Apprch % Total %

523 17.1 7.6

2490 81.3 36.3

50 1.6 0.7

0 0 0

3063

187 63.2 2.7

12 4.1 0.2

85 28.7 1.2

12 4.1 0.2

296

21 0.7 0.3

3085 95.5 45

118 3.7 1.7

6 0.2 0.1

3230

63 23.9 0.9

4 1.5 0.1

192 72.7 2.8

5 1.9 0.1

264

6853

44.7

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 7 07:45 AM 67 348 08:00 AM 52 274 10 08:15 AM 60 318 8 08:30 AM 55 301 7 Total Volume 234 1241 32 % App. Total 15.5 82.3 2.1 PHF .873 .892 .800

4.3

422 336 386 363 1507 .893

47.1

SR A1A Northbound

3.9

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

17 39 29 15 100 66.2 .641

1 4 0 0 5 3.3 .313

11 13 13 9 46 30.5 .885

29 56 42 24 151

4 3 1 2 10 0.7 .625

337 419 326 389 1471 95.7 .878

15 19 6 16 56 3.6 .737

356 441 333 407 1537

5 14 7 7 33 23.2 .589

1 0 1 2 4 2.8 .500

21 29 27 28 105 73.9 .905

27 43 35 37 142

834 876 796 831 3337

.826

.952

.674

224

.871

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle AM : : 12/8/2015 :1

Groups Printed- Truck L'Atrium Circle SR A1A Westbound Northbound

SR A1A Southbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

2 1 1 1 5

3 2 5 3 13

0 0 0 0 0

5 3 6 4 18

0 0 0 0 0

3 3 3 3 12

0 0 0 0 0

3 3 3 3 12

0 0 1 1 2

0 0 0 0 0

1 0 2 0 3

0 0 0 0 0

1 0 3 1 5

9 6 12 8 35

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 1 3 0 7

10 8 6 6 30

1 0 0 0 1

0 0 0 0 0

14 9 9 6 38

0 0 1 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 1 0 2

0 0 1 0 1

6 1 10 7 24

0 0 0 0 0

6 1 11 7 25

0 0 1 0 1

0 0 0 0 0

1 0 2 2 5

0 0 0 0 0

1 0 3 2 6

22 10 24 15 71

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 1 1 2

10 10 3 6 29

0 1 1 1 3

0 0 0 0 0

10 11 5 8 34

0 0 0 2 2

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 2 3

0 0 1 1 2

7 7 6 11 31

0 0 1 0 1

0 0 0 0 0

7 7 8 12 34

0 0 0 0 0

1 1 1 1 4

0 0 0 0 0

1 1 1 1 4

18 19 15 23 75

Grand Total Apprch % Total %

14 15.6 7.7

72 80 39.8

4 4.4 2.2

0 0 0

3 60 1.7

0 0 0

2 40 1.1

0 0 0

3 4.2 1.7

67 94.4 37

1 1.4 0.6

0 0 0

3 20 1.7

0 0 0

12 80 6.6

0 0 0

181

49.7

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 6 0 07:30 AM 3 07:45 AM 0 6 0 08:00 AM 0 0 10 08:15 AM 0 10 1 Total Volume 3 32 1 % App. Total 8.3 88.9 2.8 PHF .250 .800 .250

2.8

9 6 10 11 36 .818

39.2

SR A1A Northbound

8.3

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 0 0 0 1 100 .250

0 0 0 0 0 0 .000

1 0 0 0 1

1 0 0 0 1 3.1 .250

10 7 7 7 31 96.9 .775

0 0 0 0 0 0 .000

11 7 7 7 32

1 0 0 0 1 14.3 .250

0 0 0 0 0 0 .000

2 2 1 1 6 85.7 .750

3 2 1 1 7

24 15 18 19 76

.583

.792

.250

225

.727

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle AM : : 12/8/2015 :1

Groups Printed- Combined L'Atrium Circle SR A1A Westbound Northbound

SR A1A Southbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

11 15 30 50 106

56 73 116 160 405

2 1 1 2 6

0 0 0 0 0

69 89 147 212 517

5 11 6 7 29

0 0 1 0 1

0 3 1 7 11

1 0 2 0 3

6 14 10 14 44

0 1 2 0 3

63 100 133 180 476

2 3 1 3 9

0 0 0 0 0

65 104 136 183 488

2 0 5 2 9

0 0 0 0 0

2 4 9 9 24

0 0 0 0 0

4 4 14 11 33

144 211 307 420 1082

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

37 32 65 67 201

149 194 283 354 980

6 1 0 7 14

0 0 0 0 0

192 227 348 428 1195

18 11 12 17 58

1 0 1 1 3

6 9 4 11 30

2 0 1 0 3

27 20 18 29 94

1 2 3 4 10

247 285 351 344 1227

8 10 10 15 43

0 0 0 0 0

256 297 364 363 1280

4 7 5 5 21

0 0 0 1 1

20 12 28 23 83

0 0 0 1 1

24 19 33 30 106

499 563 763 850 2675

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

52 60 56 62 230

284 328 304 261 1177

10 9 8 7 34

0 0 0 0 0

346 397 368 330 1441

39 29 15 20 103

4 0 0 4 8

13 13 10 10 46

2 2 2 0 6

58 44 27 34 163

3 1 3 4 11

426 333 395 295 1449

19 6 17 25 67

0 2 1 3 6

448 342 416 327 1533

14 7 7 8 36

0 1 2 0 3

30 28 29 10 97

1 1 2 0 4

45 37 40 18 140

897 820 851 709 3277

Grand Total Apprch % Total %

537 17 7.6

2562 81.3 36.4

54 1.7 0.8

0 0 0

3153

190 63.1 2.7

12 4 0.2

87 28.9 1.2

12 4 0.2

301

24 0.7 0.3

3152 95.5 44.8

119 3.6 1.7

6 0.2 0.1

3301

66 23.7 0.9

4 1.4 0.1

204 73.1 2.9

5 1.8 0.1

279

7034

44.8

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 7 07:45 AM 67 354 08:00 AM 52 284 10 08:15 AM 60 328 9 08:30 AM 56 304 8 Total Volume 235 1270 34 % App. Total 15.3 82.5 2.2 PHF .877 .897 .850

4.3

428 346 397 368 1539 .899

46.9

SR A1A Northbound

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

17 39 29 15 100 65.8 .641

1 4 0 0 5 3.3 .313

11 13 13 10 47 30.9 .904

29 56 42 25 152

4 3 1 3 11 0.7 .688

344 426 333 395 1498 95.7 .879

15 19 6 17 57 3.6 .750

363 448 340 415 1566

5 14 7 7 33 22.4 .589

1 0 1 2 4 2.7 .500

23 30 28 29 110 74.8 .917

29 44 36 38 147

849 894 815 846 3404

.835

.952

.679

226

.874

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle PM : : 12/8/2015 :1

Groups Printed- Car L'Atrium Circle Westbound

SR A1A Southbound

SR A1A Northbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

64 48 69 58 239

331 319 346 363 1359

13 23 13 13 62

0 0 0 0 0

408 390 428 434 1660

13 9 5 10 37

1 7 5 3 16

3 4 7 8 22

0 0 0 0 0

17 20 17 21 75

3 12 5 9 29

338 345 310 305 1298

26 24 21 29 100

0 0 1 2 3

367 381 337 345 1430

36 24 37 37 134

5 8 4 9 26

49 47 65 68 229

3 0 3 2 8

93 79 109 116 397

885 870 891 916 3562

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

72 63 75 76 286

340 362 363 325 1390

13 14 17 18 62

0 0 0 0 0

425 439 455 419 1738

12 7 11 19 49

2 6 5 2 15

7 4 8 7 26

0 0 0 0 0

21 17 24 28 90

11 15 7 15 48

353 384 363 355 1455

28 25 27 20 100

3 0 0 1 4

395 424 397 391 1607

40 46 35 33 154

2 1 10 5 18

99 77 75 57 308

0 0 0 0 0

141 124 120 95 480

982 1004 996 933 3915

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

69 74 53 40 236

334 274 320 253 1181

18 12 15 10 55

0 0 0 0 0

421 360 388 303 1472

4 8 9 5 26

2 4 6 1 13

5 5 4 1 15

1 0 0 0 1

12 17 19 7 55

8 7 9 5 29

308 250 213 223 994

19 14 8 14 55

6 6 0 0 12

341 277 230 242 1090

34 34 34 21 123

5 6 5 9 25

64 65 37 32 198

0 0 0 0 0

103 105 76 62 346

877 759 713 614 2963

Grand Total Apprch % Total %

761 15.6 7.3

3930 80.7 37.6

179 3.7 1.7

0 0 0

4870

112 50.9 1.1

44 20 0.4

63 28.6 0.6

1 0.5 0

220

106 2.6 1

3747 90.8 35.9

255 6.2 2.4

19 0.5 0.2

4127

411 33.6 3.9

69 5.6 0.7

735 60.1 7

8 0.7 0.1

1223

10440

46.6

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 72 340 13 05:15 PM 63 362 14 05:30 PM 75 17 363 05:45 PM 325 76 18 Total Volume 286 1390 62 % App. Total 16.5 80 3.6 PHF .941 .957 .861

2.1

425 439 455 419 1738 .955

39.5

SR A1A Northbound

11.7

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

12 7 11 19 49 54.4 .645

2 6 5 2 15 16.7 .625

7 4 8 7 26 28.9 .813

21 17 24 28 90

11 15 7 15 48 3 .800

353 384 363 355 1455 90.8 .947

28 25 27 20 100 6.2 .893

392 424 397 390 1603

40 46 35 33 154 32.1 .837

2 1 10 5 18 3.8 .450

99 77 75 57 308 64.2 .778

141 124 120 95 480

979 1004 996 932 3911

.851

.974

.804

227

.945

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle PM : : 12/8/2015 :1

Groups Printed- Truck L'Atrium Circle SR A1A Westbound Northbound

SR A1A Southbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 1 1

3 8 8 1 20

0 0 1 0 1

0 0 0 0 0

3 8 9 2 22

0 3 1 0 4

0 0 0 0 0

0 3 1 0 4

2 0 0 0 2

9 13 10 2 34

0 0 0 0 0

11 13 10 2 36

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

14 24 21 4 63

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 1 0 0 1

1 0 2 3 6

1 0 0 0 1

0 0 0 0 0

2 1 2 3 8

0 1 1 0 2

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 1 1 0 3

0 0 0 0 0

3 2 2 4 11

1 0 0 0 1

0 0 0 0 0

4 2 2 4 12

0 1 0 1 2

0 0 0 0 0

0 1 0 1 2

7 5 5 8 25

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 0 4 0 5

0 0 0 0 0

1 0 4 0 5

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

3 0 5 0 8

Grand Total Apprch % Total %

2 5.7 2.1

31 88.6 32.3

2 5.7 2.1

0 0 0

6 85.7 6.2

0 0 0

1 14.3 1

0 0 0

2 4 2.1

47 94 49

1 2 1

0 0 0

3 75 3.1

0 0 0

1 25 1

0 0 0

36.5

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 04:15 PM 0 0 8 04:30 PM 0 8 1 04:45 PM 1 0 1 Total Volume 1 20 1 % App. Total 4.5 90.9 4.5 PHF .250 .625 .250

7.3

3 8 9 2 22 .611

52.1

SR A1A Northbound

4.2

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 3 1 0 4 100 .333

0 0 0 0 0 0 .000

0 3 1 0 4

2 0 0 0 2 5.6 .250

9 13 10 2 34 94.4 .654

0 0 0 0 0 0 .000

11 13 10 2 36

0 0 1 0 1 100 .250

0 0 0 0 0 0 .000

0 0 1 0 1

14 24 21 4 63

.250

.656

.333

228

.692

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T13 SR A1A and Sawgrass Village L'Atrium_Circle PM : : 12/8/2015 :1

Groups Printed- Combined L'Atrium Circle SR A1A Westbound Northbound

SR A1A Southbound

Sawgrass Village Dr. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

64 48 69 59 240

334 327 354 364 1379

13 23 14 13 63

0 0 0 0 0

411 398 437 436 1682

13 12 6 10 41

1 7 5 3 16

3 4 7 8 22

0 0 0 0 0

17 23 18 21 79

5 12 5 9 31

347 358 320 307 1332

26 24 21 29 100

0 0 1 2 3

378 394 347 347 1466

36 24 38 37 135

5 8 4 9 26

49 47 65 68 229

3 0 3 2 8

93 79 110 116 398

899 894 912 920 3625

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

72 64 75 76 287

341 362 365 328 1396

14 14 17 18 63

0 0 0 0 0

427 440 457 422 1746

12 8 12 19 51

2 6 5 2 15

8 4 8 7 27

0 0 0 0 0

22 18 25 28 93

11 15 7 15 48

356 386 365 359 1466

29 25 27 20 101

3 0 0 1 4

399 426 399 395 1619

40 47 35 34 156

2 1 10 5 18

99 77 75 57 308

0 0 0 0 0

141 125 120 96 482

989 1009 1001 941 3940

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

69 74 53 40 236

335 274 324 253 1186

18 12 15 10 55

0 0 0 0 0

422 360 392 303 1477

4 8 9 5 26

2 4 6 1 13

5 5 4 1 15

1 0 0 0 1

12 17 19 7 55

8 7 9 5 29

309 250 214 223 996

19 14 8 14 55

6 6 0 0 12

342 277 231 242 1092

34 34 34 21 123

5 6 5 9 25

65 65 37 32 199

0 0 0 0 0

104 105 76 62 347

880 759 718 614 2971

Grand Total Apprch % Total %

763 15.6 7.2

3961 80.8 37.6

181 3.7 1.7

0 0 0

4905

118 52 1.1

44 19.4 0.4

64 28.2 0.6

1 0.4 0

227

108 2.6 1

3794 90.8 36

256 6.1 2.4

19 0.5 0.2

4177

414 33.7 3.9

69 5.6 0.7

736 60 7

8 0.7 0.1

1227

10536

46.6

SR A1A Southbound

L'Atrium Circle Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 72 341 14 05:15 PM 64 362 14 05:30 PM 75 17 365 05:45 PM 328 76 18 Total Volume 287 1396 63 % App. Total 16.4 80 3.6 PHF .944 .956 .875

2.2

427 440 457 422 1746 .955

39.6

SR A1A Northbound

11.6

Sawgrass Village Dr. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

12 8 12 19 51 54.8 .671

2 6 5 2 15 16.1 .625

8 4 8 7 27 29 .844

22 18 25 28 93

11 15 7 15 48 3 .800

356 386 365 359 1466 90.8 .949

29 25 27 20 101 6.3 .871

396 426 399 394 1615

40 47 35 34 156 32.4 .830

2 1 10 5 18 3.7 .450

99 77 75 57 308 63.9 .778

141 125 120 96 482

986 1009 1001 940 3936

.855

.975

.830

229

.948

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. AM : : 12/8/2015 :1

Groups Printed- Car Country Club Blvd. Westbound

SR A1A Southbound

SR A1A Northbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

5 2 10 10 27

45 62 99 146 352

0 3 5 5 13

0 0 0 0 0

50 67 114 161 392

1 4 9 9 23

0 0 1 0 1

0 2 2 3 7

0 0 0 0 0

1 6 12 12 31

0 1 1 2 4

66 97 125 159 447

4 6 6 12 28

0 0 0 0 0

70 104 132 173 479

4 9 6 16 35

0 2 0 2 4

2 5 4 9 20

0 0 1 0 1

6 16 11 27 60

127 193 269 373 962

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

9 11 9 20 49

127 203 267 309 906

4 2 9 19 34

0 0 0 0 0

140 216 285 348 989

9 11 22 17 59

0 1 3 5 9

5 4 7 8 24

1 1 1 2 5

15 17 33 32 97

2 5 2 3 12

229 264 338 321 1152

28 23 32 50 133

1 0 1 2 4

260 292 373 376 1301

26 30 25 44 125

3 1 1 10 15

9 22 10 20 61

0 0 0 1 1

38 53 36 75 202

453 578 727 831 2589

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

10 14 15 18 57

289 320 284 263 1156

7 13 11 8 39

0 0 0 0 0

306 347 310 289 1252

21 20 15 12 68

5 5 1 3 14

9 6 9 6 30

0 0 1 0 1

35 31 26 21 113

4 5 5 4 18

412 340 325 277 1354

58 59 68 59 244

0 0 1 1 2

474 404 399 341 1618

58 63 52 58 231

9 3 4 5 21

23 17 17 14 71

1 0 1 3 5

91 83 74 80 328

906 865 809 731 3311

Grand Total Apprch % Total %

133 5.1 1.9

2414 91.7 35.2

86 3.3 1.3

0 0 0

2633

150 62.2 2.2

24 10 0.3

61 25.3 0.9

6 2.5 0.1

241

34 1 0.5

2953 86.9 43

405 11.9 5.9

6 0.2 0.1

3398

391 66.3 5.7

40 6.8 0.6

152 25.8 2.2

7 1.2 0.1

590

6862

38.4

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 309 07:45 AM 20 19 08:00 AM 10 289 7 08:15 AM 14 13 320 08:30 AM 15 284 11 Total Volume 59 1202 50 % App. Total 4.5 91.7 3.8 PHF .738 .939 .658

3.5

348 306 347 310 1311 .942

49.5

SR A1A Northbound

8.6

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

17 21 20 15 73 60.3 .869

5 5 5 1 16 13.2 .800

8 9 6 9 32 26.4 .889

30 35 31 25 121

3 4 5 5 17 1 .850

321 412 340 325 1398 84.7 .848

50 58 59 68 235 14.2 .864

374 474 404 398 1650

44 58 63 52 217 67.8 .861

10 9 3 4 26 8.1 .650

20 23 17 17 77 24.1 .837

74 90 83 73 320

826 905 865 806 3402

.889

.940

.864

230

.870

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. AM : : 12/8/2015 :1

Groups Printed- Truck Country Club Blvd. SR A1A Westbound Northbound

SR A1A Southbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 2 3

3 2 5 2 12

0 0 0 0 0

3 2 6 4 15

0 0 0 0 0

4 4 3 3 14

0 0 1 1 2

0 0 0 0 0

4 4 4 4 16

0 0 0 1 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 1 2

7 7 10 9 33

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 1 1 0 3

10 7 6 6 29

0 0 0 0 0

11 8 7 6 32

0 0 1 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 1 0 2

0 0 1 0 1

5 1 9 6 21

0 0 2 1 3

0 0 0 0 0

5 1 12 7 25

1 1 1 2 5

0 0 0 0 0

1 0 1 1 3

0 0 0 0 0

2 1 2 3 8

19 10 22 16 67

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 3 1 0 5

7 8 3 6 24

0 0 0 1 1

0 0 0 0 0

8 11 4 7 30

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 0 2 2

0 0 1 0 1

7 7 7 9 30

3 0 3 2 8

0 0 0 0 0

10 7 11 11 39

0 3 1 2 6

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

0 3 2 3 8

18 21 17 23 79

Grand Total Apprch % Total %

11 14.3 6.1

65 84.4 36.3

1 1.3 0.6

0 0 0

2 50 1.1

0 0 0

2 50 1.1

0 0 0

2 2.5 1.1

65 81.2 36.3

13 16.2 7.3

0 0 0

12 66.7 6.7

0 0 0

6 33.3 3.4

0 0 0

179

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 7 0 08:15 AM 0 3 8 08:30 AM 1 3 0 08:45 AM 0 6 1 Total Volume 5 24 1 % App. Total 16.7 80 3.3 PHF .417 .750 .250

2.2

8 11 4 7 30 .682

44.7

SR A1A Northbound

10.1

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 1 1 50 .250

0 0 0 0 0 0 .000

0 0 0 1 1 50 .250

0 0 0 2 2

0 0 1 0 1 2.6 .250

7 7 7 9 30 76.9 .833

3 0 3 2 8 20.5 .667

10 7 11 11 39

0 3 1 2 6 75 .500

0 0 0 0 0 0 .000

0 0 1 1 2 25 .500

0 3 2 3 8

18 21 17 23 79

.667

.859

.250

231

.886

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. AM : : 12/8/2015 :1

Groups Printed- Combined Country Club Blvd. SR A1A Westbound Northbound

SR A1A Southbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

5 2 11 12 30

48 64 104 148 364

0 3 5 5 13

0 0 0 0 0

53 69 120 165 407

1 4 9 9 23

0 0 1 0 1

0 2 2 3 7

0 0 0 0 0

1 6 12 12 31

0 1 1 2 4

70 101 128 162 461

4 6 7 13 30

0 0 0 0 0

74 108 136 177 495

4 9 6 17 36

0 2 0 2 4

2 6 4 9 21

0 0 1 0 1

6 17 11 28 62

134 200 279 382 995

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

10 12 10 20 52

137 210 273 315 935

4 2 9 19 34

0 0 0 0 0

151 224 292 354 1021

9 11 23 17 60

0 1 3 5 9

6 4 7 8 25

1 1 1 2 5

16 17 34 32 99

2 5 3 3 13

234 265 347 327 1173

28 23 34 51 136

1 0 1 2 4

265 293 385 383 1326

27 31 26 46 130

3 1 1 10 15

10 22 11 21 64

0 0 0 1 1

40 54 38 78 210

472 588 749 847 2656

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

11 17 16 18 62

296 328 287 269 1180

7 13 11 9 40

0 0 0 0 0

314 358 314 296 1282

21 20 15 13 69

5 5 1 3 14

9 6 9 7 31

0 0 1 0 1

35 31 26 23 115

4 5 6 4 19

419 347 332 286 1384

61 59 71 61 252

0 0 1 1 2

484 411 410 352 1657

58 66 53 60 237

9 3 4 5 21

23 17 18 15 73

1 0 1 3 5

91 86 76 83 336

924 886 826 754 3390

Grand Total Apprch % Total %

144 5.3 2

2479 91.5 35.2

87 3.2 1.2

0 0 0

2710

152 62 2.2

24 9.8 0.3

63 25.7 0.9

6 2.4 0.1

245

36 1 0.5

3018 86.8 42.9

418 12 5.9

6 0.2 0.1

3478

403 66.3 5.7

40 6.6 0.6

158 26 2.2

7 1.2 0.1

608

7041

38.5

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 315 07:45 AM 20 19 08:00 AM 11 296 7 08:15 AM 17 13 328 08:30 AM 16 287 11 Total Volume 64 1226 50 % App. Total 4.8 91.5 3.7 PHF .800 .934 .658

3.5

354 314 358 314 1340 .936

49.4

SR A1A Northbound

8.6

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

17 21 20 15 73 60.3 .869

5 5 5 1 16 13.2 .800

8 9 6 9 32 26.4 .889

30 35 31 25 121

3 4 5 6 18 1.1 .750

327 419 347 332 1425 84.6 .850

51 61 59 71 242 14.4 .852

381 484 411 409 1685

46 58 66 53 223 68 .845

10 9 3 4 26 7.9 .650

21 23 17 18 79 24.1 .859

77 90 86 75 328

842 923 886 823 3474

.911

.941

.864

232

.870

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. PM : : 12/8/2015 :1

Groups Printed- Car Country Club Blvd. Westbound

SR A1A Southbound

SR A1A Northbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

23 19 18 20 80

336 306 338 359 1339

13 23 14 15 65

0 0 0 0 0

372 348 370 394 1484

17 10 17 14 58

9 9 10 8 36

9 5 9 8 31

1 0 0 0 1

36 24 36 30 126

8 9 14 4 35

319 321 286 302 1228

61 67 60 56 244

1 0 0 0 1

389 397 360 362 1508

54 60 65 75 254

6 5 0 0 11

28 17 32 20 97

4 1 1 2 8

92 83 98 97 370

889 852 864 883 3488

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

16 19 12 17 64

346 382 391 329 1448

23 18 18 23 82

0 0 0 0 0

385 419 421 369 1594

22 17 16 15 70

15 10 11 4 40

7 6 3 9 25

0 0 0 0 0

44 33 30 28 135

6 5 5 6 22

367 364 339 346 1416

65 72 53 59 249

0 0 0 0 0

438 441 397 411 1687

81 88 76 72 317

10 11 13 3 37

28 29 36 25 118

0 0 0 1 1

119 128 125 101 473

986 1021 973 909 3889

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

21 8 28 12 69

337 279 320 257 1193

17 15 16 10 58

0 0 0 0 0

375 302 364 279 1320

14 9 12 6 41

10 7 10 4 31

4 8 7 3 22

0 0 0 0 0

28 24 29 13 94

6 8 6 4 24

287 242 202 197 928

55 56 40 38 189

0 0 0 0 0

348 306 248 239 1141

52 60 35 39 186

10 8 8 5 31

30 33 17 24 104

2 0 1 0 3

94 101 61 68 324

845 733 702 599 2879

Grand Total Apprch % Total %

213 4.8 2.1

3980 90.5 38.8

205 4.7 2

0 0 0

4398

169 47.6 1.6

107 30.1 1

78 22 0.8

1 0.3 0

355

81 1.9 0.8

3572 82.4 34.8

682 15.7 6.6

1 0 0

4336

757 64.9 7.4

79 6.8 0.8

319 27.3 3.1

12 1 0.1

1167

10256

42.9

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 16 346 23 05:15 PM 382 18 19 05:30 PM 12 18 391 05:45 PM 17 329 23 Total Volume 64 1448 82 % App. Total 4 90.8 5.1 PHF .842 .926 .891

3.5

385 419 421 369 1594 .947

42.3

SR A1A Northbound

11.4

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

22 17 16 15 70 51.9 .795

15 10 11 4 40 29.6 .667

7 6 3 9 25 18.5 .694

44 33 30 28 135

6 5 5 6 22 1.3 .917

367 364 339 346 1416 83.9 .965

65 72 53 59 249 14.8 .865

438 441 397 411 1687

81 88 76 72 317 67.2 .901

10 11 13 3 37 7.8 .712

28 29 36 25 118 25 .819

119 128 125 100 472

986 1021 973 908 3888

.922

.952

.767

233

.956

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. PM : : 12/8/2015 :1

Groups Printed- Truck Country Club Blvd. SR A1A Westbound Northbound

SR A1A Southbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

3 8 8 0 19

0 0 0 0 0

3 8 8 0 19

0 0 0 2 2

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 2 3

0 0 0 0 0

9 10 6 2 27

0 1 1 1 3

0 0 0 0 0

9 11 7 3 30

2 3 1 1 7

0 0 0 0 0

2 1 1 0 4

0 0 0 0 0

4 4 2 1 11

16 24 17 6 63

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

2 1 4 3 10

0 0 0 0 0

2 1 4 3 10

0 0 0 0 0

4 2 1 2 9

0 0 0 0 0

4 2 1 2 9

7 1 0 0 8

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

7 1 0 2 10

13 4 5 7 29

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 2 0 2

0 1 1 0 2

0 0 0 0 0

0 1 3 0 4

0 0 0 0 0

0 1 1 1 3

0 0 0 0 0

0 1 1 1 3

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

1 2 4 1 8

Grand Total Apprch % Total %

2 6.1 2

31 93.9 31

0 0 0

2 66.7 2

0 0 0

1 33.3 1

0 0 0

39 92.9 39

3 7.1 3

0 0 0

16 72.7 16

0 0 0

6 27.3 6

0 0 0

100

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 04:15 PM 0 0 8 04:30 PM 0 8 0 04:45 PM 0 0 0 Total Volume 0 19 0 % App. Total 0 100 0 PHF .000 .594 .000

3 8 8 0 19 .594

SR A1A Northbound

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 2 2 66.7 .250

0 0 0 0 0 0 .000

0 1 0 0 1 33.3 .250

0 1 0 2 3

0 0 0 0 0 0 .000

9 10 6 2 27 90 .675

0 1 1 1 3 10 .750

9 11 7 3 30

2 3 1 1 7 63.6 .583

0 0 0 0 0 0 .000

2 1 1 0 4 36.4 .500

4 4 2 1 11

16 24 17 6 63

.688

.656

.375

234

.682

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T14-SR A1A and TPC_Country Club Blvd. PM : : 12/8/2015 :1

Groups Printed- Combined Country Club Blvd. SR A1A Westbound Northbound

SR A1A Southbound

TPC Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

23 19 18 20 80

339 314 346 359 1358

13 23 14 15 65

0 0 0 0 0

375 356 378 394 1503

17 10 17 16 60

9 9 10 8 36

9 6 9 8 32

1 0 0 0 1

36 25 36 32 129

8 9 14 4 35

328 331 292 304 1255

61 68 61 57 247

1 0 0 0 1

398 408 367 365 1538

56 63 66 76 261

6 5 0 0 11

30 18 33 20 101

4 1 1 2 8

96 87 100 98 381

905 876 881 889 3551

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

16 19 12 17 64

348 383 395 332 1458

23 18 18 23 82

0 0 0 0 0

387 420 425 372 1604

22 17 16 15 70

15 10 11 4 40

7 6 3 9 25

0 0 0 0 0

44 33 30 28 135

6 5 5 6 22

371 366 340 348 1425

65 72 53 59 249

0 0 0 0 0

442 443 398 413 1696

88 89 76 72 325

10 11 13 3 37

28 29 36 27 120

0 0 0 1 1

126 129 125 103 483

999 1025 978 916 3918

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

21 8 30 12 71

337 280 321 257 1195

17 15 16 10 58

0 0 0 0 0

375 303 367 279 1324

14 9 12 6 41

10 7 10 4 31

4 8 7 3 22

0 0 0 0 0

28 24 29 13 94

6 8 6 4 24

287 243 203 198 931

55 56 40 38 189

0 0 0 0 0

348 307 249 240 1144

53 60 35 39 187

10 8 8 5 31

30 33 17 24 104

2 0 1 0 3

95 101 61 68 325

846 735 706 600 2887

Grand Total Apprch % Total %

215 4.9 2.1

4011 90.5 38.7

205 4.6 2

0 0 0

4431

171 47.8 1.7

107 29.9 1

79 22.1 0.8

1 0.3 0

358

81 1.9 0.8

3611 82.5 34.9

685 15.6 6.6

1 0 0

4378

773 65 7.5

79 6.6 0.8

325 27.3 3.1

12 1 0.1

1189

10356

42.8

SR A1A Southbound

Country Club Blvd. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 16 348 23 05:15 PM 383 18 19 05:30 PM 12 18 395 05:45 PM 17 332 23 Total Volume 64 1458 82 % App. Total 4 90.9 5.1 PHF .842 .923 .891

3.5

387 420 425 372 1604 .944

42.3

SR A1A Northbound

11.5

TPC Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

22 17 16 15 70 51.9 .795

15 10 11 4 40 29.6 .667

7 6 3 9 25 18.5 .694

44 33 30 28 135

6 5 5 6 22 1.3 .917

371 366 340 348 1425 84 .960

65 72 53 59 249 14.7 .865

442 443 398 413 1696

88 89 76 72 325 67.4 .913

10 11 13 3 37 7.7 .712

28 29 36 27 120 24.9 .833

126 129 125 102 482

999 1025 978 915 3917

.934

.955

.767

235

.957

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. AM : : 12/8/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

4 8 10 20 42

46 66 97 140 349

0 0 0 0 0

50 74 107 160 391

66 90 125 174 455

4 6 4 6 20

2 0 0 0 2

72 96 129 180 477

5 4 14 4 27

3 9 13 8 33

2 0 0 0 2

10 13 27 12 62

132 183 263 352 930

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

17 14 22 44 97

117 218 230 278 843

0 0 0 0 0

134 232 252 322 940

225 289 367 368 1249

10 10 14 22 56

0 0 0 0 0

235 299 381 390 1305

15 11 13 11 50

20 10 26 25 81

1 0 1 0 2

36 21 40 36 133

405 552 673 748 2378

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

64 35 38 54 191

260 305 259 244 1068

0 0 0 0 0

324 340 297 298 1259

431 399 311 341 1482

30 22 18 26 96

0 0 0 0 0

461 421 329 367 1578

27 24 17 23 91

67 53 25 24 169

0 1 1 0 2

94 78 43 47 262

879 839 669 712 3099

Grand Total Apprch % Total %

330 12.7 5.2

2260 87.3 35.3

0 0 0

2590

3186 94.8 49.7

172 5.1 2.7

2 0.1 0

3360

168 36.8 2.6

283 61.9 4.4

6 1.3 0.1

457

6407

40.4

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 22 230 44 278 07:45 AM 260 08:00 AM 64 08:15 AM 35 305 Total Volume 165 1073 % App. Total 13.3 86.7 PHF .645 .880

52.4

SR A1A Northbound

7.1

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

252 322 324 340 1238

367 368 431 399 1565 94.7 .908

14 22 30 22 88 5.3 .733

381 390 461 421 1653

13 11 27 24 75 30.5 .694

26 25 67 53 171 69.5 .638

39 36 94 77 246

672 748 879 838 3137

.654

.892

.910

236

.896

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. AM : : 12/8/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 1 2

3 2 4 1 10

0 0 0 0 0

3 2 5 2 12

3 4 4 4 15

1 2 0 1 4

0 0 0 0 0

4 6 4 5 19

0 0 2 1 3

0 0 0 1 1

0 0 0 0 0

0 0 2 2 4

7 8 11 9 35

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 1 1 2 5

9 9 7 6 31

0 0 0 0 0

10 10 8 8 36

4 2 12 5 23

0 0 0 2 2

0 0 0 0 0

4 2 12 7 25

2 0 1 4 7

1 0 0 0 1

0 0 0 0 0

3 0 1 4 8

17 12 21 19 69

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 2 0 0 3

6 8 3 8 25

0 0 0 0 0

7 10 3 8 28

11 4 7 12 34

0 0 0 0 0

11 4 7 12 34

0 0 2 0 2

0 3 4 1 8

0 0 0 0 0

0 3 6 1 10

18 17 16 21 72

Grand Total Apprch % Total %

10 13.2 5.7

66 86.8 37.5

0 0 0

72 92.3 40.9

6 7.7 3.4

0 0 0

12 54.5 6.8

10 45.5 5.7

0 0 0

176

43.2

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 7 07:45 AM 6 2 1 6 08:00 AM 08:15 AM 2 8 Total Volume 6 27 % App. Total 18.2 81.8 PHF .750 .844

44.3

SR A1A Northbound

12.5

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

8 8 7 10 33

12 5 11 4 32 94.1 .667

0 2 0 0 2 5.9 .250

12 7 11 4 34

1 4 0 0 5 62.5 .313

0 0 0 3 3 37.5 .250

1 4 0 3 8

21 19 18 17 75

.500

.893

.825

237

.708

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. AM : : 12/8/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

4 8 11 21 44

49 68 101 141 359

0 0 0 0 0

53 76 112 162 403

69 94 129 178 470

5 8 4 7 24

2 0 0 0 2

76 102 133 185 496

5 4 16 5 30

3 9 13 9 34

2 0 0 0 2

10 13 29 14 66

139 191 274 361 965

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

18 15 23 46 102

126 227 237 284 874

0 0 0 0 0

144 242 260 330 976

229 291 379 373 1272

10 10 14 24 58

0 0 0 0 0

239 301 393 397 1330

17 11 14 15 57

21 10 26 25 82

1 0 1 0 2

39 21 41 40 141

422 564 694 767 2447

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

65 37 38 54 194

266 313 262 252 1093

0 0 0 0 0

331 350 300 306 1287

442 403 318 353 1516

30 22 18 26 96

0 0 0 0 0

472 425 336 379 1612

27 24 19 23 93

67 56 29 25 177

0 1 1 0 2

94 81 49 48 272

897 856 685 733 3171

Grand Total Apprch % Total %

340 12.8 5.2

2326 87.2 35.3

0 0 0

2666

3258 94.8 49.5

178 5.2 2.7

2 0.1 0

3438

180 37.6 2.7

293 61.2 4.5

6 1.3 0.1

479

6583

40.5

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 23 237 46 284 07:45 AM 266 08:00 AM 65 08:15 AM 37 313 Total Volume 171 1100 % App. Total 13.5 86.5 PHF .658 .879

52.2

SR A1A Northbound

7.3

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

260 330 331 350 1271

379 373 442 403 1597 94.7 .903

14 24 30 22 90 5.3 .750

393 397 472 425 1687

14 15 27 24 80 31.5 .741

26 25 67 56 174 68.5 .649

40 40 94 80 254

693 767 897 855 3212

.676

.895

.908

238

.894

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. PM : : 12/8/2015 :1

Groups Printed- Car SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

48 51 73 65 237

338 318 317 378 1351

0 0 0 0 0

386 369 390 443 1588

316 296 253 299 1164

16 31 20 23 90

0 0 0 0 0

332 327 273 322 1254

38 38 41 35 152

78 70 68 63 279

0 0 2 1 3

116 108 111 99 434

834 804 774 864 3276

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

59 47 55 55 216

401 437 387 332 1557

6 1 0 0 7

0 0 0 0 0

466 485 442 387 1780

319 323 306 298 1246

24 15 20 19 78

0 0 0 0 0

343 338 326 317 1324

37 29 42 34 142

81 83 66 70 300

1 0 0 0 1

119 112 108 104 443

928 935 876 808 3547

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

49 38 47 33 167

335 314 293 264 1206

0 0 0 0 0

384 352 340 297 1373

247 244 201 182 874

18 11 11 8 48

0 0 0 0 0

265 255 212 190 922

34 23 22 21 100

58 48 37 42 185

0 0 0 0 0

92 71 59 63 285

741 678 611 550 2580

Grand Total Apprch % Total %

620 13.1 6.6

4114 86.8 43.8

7 0.1 0.1

0 0 0

4741

3284 93.8 34.9

216 6.2 2.3

0 0 0

3500

394 33.9 4.2

764 65.7 8.1

4 0.3 0

1162

9403

50.4

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 378 04:45 PM 65 05:00 PM 59 401 47 05:15 PM 437 55 387 05:30 PM Total Volume 226 1603 % App. Total 12.3 87.3 PHF .869 .917

37.2

SR A1A Northbound

12.4

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 6 1 0 7 0.4 .292

443 466 485 442 1836

299 319 323 306 1247 93.8 .965

23 24 15 20 82 6.2 .854

322 343 338 326 1329

35 37 29 42 143 32.8 .851

63 81 83 66 293 67.2 .883

98 118 112 108 436

863 927 935 876 3601

.924

.963

.946

239

.969

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. PM : : 12/8/2015 :1

Groups Printed- Truck SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

1 1 1 1 4

3 11 7 3 24

0 0 0 0 0

4 12 8 4 28

11 6 4 3 24

1 2 1 1 5

0 0 0 0 0

12 8 5 4 29

0 2 0 1 3

1 2 2 0 5

0 0 0 0 0

1 4 2 1 8

17 24 15 9 65

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 1 1

9 2 3 2 16

0 0 0 0 0

9 2 3 3 17

3 2 0 2 7

0 1 1 0 2

0 0 0 0 0

3 3 1 2 9

0 0 0 1 1

0 1 1 0 2

0 0 0 0 0

0 1 1 1 3

12 6 5 6 29

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 1 1

1 1 1 0 3

0 0 0 0 0

1 1 1 1 4

0 0 0 0 0

1 1 1 1 4

0 1 0 1 2

0 0 0 0 0

0 1 0 1 2

2 3 2 3 10

Grand Total Apprch % Total %

6 12.2 5.8

43 87.8 41.3

0 0 0

35 83.3 33.7

7 16.7 6.7

0 0 0

6 46.2 5.8

7 53.8 6.7

0 0 0

104

47.1

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 3 04:00 PM 1 04:15 PM 1 11 1 7 04:30 PM 04:45 PM 1 3 Total Volume 4 24 % App. Total 14.3 85.7 PHF 1.00 .545

40.4

SR A1A Northbound

12.5

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

4 12 8 4 28

11 6 4 3 24 82.8 .545

1 2 1 1 5 17.2 .625

12 8 5 4 29

0 2 0 1 3 37.5 .375

1 2 2 0 5 62.5 .625

1 4 2 1 8

17 24 15 9 65

.500

.677

.583

240

.604

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T15-SR A1A and ATP Tour Blvd. PM : : 12/8/2015 :1

Groups Printed- Combined SR A1A Northbound

SR A1A Southbound

ATP Tour Blvd. Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Thru

Left

Peds

App. Total

Right

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

49 52 74 66 241

341 329 324 381 1375

0 0 0 0 0

390 381 398 447 1616

327 302 257 302 1188

17 33 21 24 95

0 0 0 0 0

344 335 278 326 1283

38 40 41 36 155

79 72 70 63 284

0 0 2 1 3

117 112 113 100 442

851 828 789 873 3341

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

59 47 55 56 217

410 439 390 334 1573

6 1 0 0 7

0 0 0 0 0

475 487 445 390 1797

322 325 306 300 1253

24 16 21 19 80

0 0 0 0 0

346 341 327 319 1333

37 29 42 35 143

81 84 67 70 302

1 0 0 0 1

119 113 109 105 446

940 941 881 814 3576

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

49 38 47 34 168

336 315 294 264 1209

0 0 0 0 0

385 353 341 298 1377

248 245 202 183 878

18 11 11 8 48

0 0 0 0 0

266 256 213 191 926

34 24 22 22 102

58 48 37 42 185

0 0 0 0 0

92 72 59 64 287

743 681 613 553 2590

Grand Total Apprch % Total %

626 13.1 6.6

4157 86.8 43.7

7 0.1 0.1

0 0 0

4790

3319 93.7 34.9

223 6.3 2.3

0 0 0

3542

400 34 4.2

771 65.6 8.1

4 0.3 0

1175

9507

50.4

SR A1A Southbound Start Time Right Thru Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 381 04:45 PM 66 05:00 PM 59 410 47 05:15 PM 439 55 390 05:30 PM Total Volume 227 1620 % App. Total 12.2 87.4 PHF .860 .923

37.3

SR A1A Northbound

12.4

ATP Tour Blvd. Eastbound

Left

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

0 6 1 0 7 0.4 .292

447 475 487 445 1854

302 322 325 306 1255 93.7 .965

24 24 16 21 85 6.3 .885

326 346 341 327 1340

36 37 29 42 144 32.8 .857

63 81 84 67 295 67.2 .878

99 118 113 109 439

872 939 941 881 3633

.930

.965

.952

241

.968

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Westbound St. Westbound

A1A Southbound

: T16 A1A & Old CR 210 AM : : 12/8/2015 :1

A1A Northbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

17 26 49 57 149

30 45 63 82 220

0 0 0 0 0

47 71 112 139 369

0 0 0 0 0

47 68 81 114 310

0 1 2 1 4

0 0 0 0 0

47 69 83 115 314

0 0 0 2 2

0 0 0 0 0

25 34 41 72 172

0 2 0 0 2

25 36 41 74 176

119 176 236 328 859

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

53 112 112 117 394

81 110 123 175 489

0 0 0 0 0

134 222 235 292 883

0 0 0 0 0

147 203 242 227 819

1 5 13 7 26

0 0 0 0 0

148 208 255 234 845

5 5 4 7 21

0 0 0 0 0

82 104 139 161 486

1 1 0 0 2

88 110 143 168 509

370 540 633 694 2237

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

115 109 88 106 418

184 222 182 154 742

0 0 0 0 0

299 331 270 260 1160

0 0 0 0 0

284 273 210 221 988

8 6 9 8 31

0 0 0 0 0

292 279 219 229 1019

7 6 6 9 28

0 0 0 0 0

183 138 125 143 589

1 1 1 0 3

191 145 132 152 620

782 755 621 641 2799

Grand Total Apprch % Total %

961 39.8 16.3

1451 60.2 24.6

0 0 0

2412

0 0 0

2117 97.2 35.9

61 2.8 1

0 0 0

2178

51 3.9 0.9

0 0 0

1247 95.6 21.2

7 0.5 0.1

1305

5895

40.9

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 112 123 0 07:45 AM 175 0 117 08:00 AM 115 184 0 08:15 AM 109 0 222 Total Volume 453 704 0 % App. Total 39.2 60.8 0 PHF .968 .793 .000

235 292 299 331 1157 .874

36.9

A1A Northbound

22.1

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

242 227 284 273 1026 96.8 .903

13 7 8 6 34 3.2 .654

255 234 292 279 1060

4 7 7 6 24 3.7 .857

0 0 0 0 0 0 .000

139 161 183 138 621 96.3 .848

143 168 190 144 645

633 694 781 754 2862

.849

.916

.000

242

.908

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T16 A1A & Old CR 210 AM : : 12/8/2015 :1

Groups Printed- Truck Westbound St. A1A Westbound Northbound

A1A Southbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 2 2 2 7

2 0 3 0 5

0 0 0 0 0

3 2 5 2 12

0 0 0 0 0

3 3 2 3 11

0 0 0 0 0

3 3 2 3 11

0 0 1 0 1

0 0 0 0 0

2 3 2 3 10

0 0 0 0 0

2 3 3 3 11

8 8 10 8 34

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

7 5 3 4 19

3 3 5 5 16

0 0 0 0 0

10 8 8 9 35

0 0 0 0 0

3 2 6 7 18

0 0 0 0 0

3 2 6 7 18

0 0 0 0 0

0 0 6 1 7

0 0 0 0 0

0 0 6 1 7

13 10 20 17 60

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

4 4 2 3 13

2 4 4 6 16

0 0 0 0 0

6 8 6 9 29

0 0 0 0 0

6 3 3 6 18

0 0 0 0 0

6 3 3 6 18

0 0 0 0 0

5 0 4 6 15

0 0 0 0 0

5 0 4 6 15

17 11 13 21 62

Grand Total Apprch % Total %

39 51.3 25

37 48.7 23.7

0 0 0

47 100 30.1

0 0 0

1 3 0.6

0 0 0

32 97 20.5

0 0 0

156

48.7

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 0 07:30 AM 3 5 07:45 AM 5 0 4 08:00 AM 4 2 0 08:15 AM 4 4 0 Total Volume 15 16 0 % App. Total 48.4 51.6 0 PHF .938 .800 .000

8 9 6 8 31 .861

30.1

A1A Northbound

21.2

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

6 7 6 3 22 100 .786

0 0 0 0 0 0 .000

6 7 6 3 22

0 0 0 0 0 0 .000

6 1 5 0 12 100 .500

6 1 5 0 12

20 17 17 11 65

.500

.813

.000

243

.786

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T16 A1A & Old CR 210 AM : : 12/8/2015 :1

Groups Printed- Combined Westbound St. A1A Westbound Northbound

A1A Southbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

18 28 51 59 156

32 45 66 82 225

0 0 0 0 0

50 73 117 141 381

0 0 0 0 0

50 71 83 117 321

0 1 2 1 4

0 0 0 0 0

50 72 85 118 325

0 0 1 2 3

0 0 0 0 0

27 37 43 75 182

0 2 0 0 2

27 39 44 77 187

127 184 246 336 893

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

60 117 115 121 413

84 113 128 180 505

0 0 0 0 0

144 230 243 301 918

0 0 0 0 0

150 205 248 234 837

1 5 13 7 26

0 0 0 0 0

151 210 261 241 863

5 5 4 7 21

0 0 0 0 0

82 104 145 162 493

1 1 0 0 2

88 110 149 169 516

383 550 653 711 2297

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

119 113 90 109 431

186 226 186 160 758

0 0 0 0 0

305 339 276 269 1189

0 0 0 0 0

290 276 213 227 1006

8 6 9 8 31

0 0 0 0 0

298 282 222 235 1037

7 6 6 9 28

0 0 0 0 0

188 138 129 149 604

1 1 1 0 3

196 145 136 158 635

799 766 634 662 2861

Grand Total Apprch % Total %

1000 40.2 16.5

1488 59.8 24.6

0 0 0

2488

0 0 0

2164 97.3 35.8

61 2.7 1

0 0 0

2225

52 3.9 0.9

0 0 0

1279 95.6 21.1

7 0.5 0.1

1338

6051

41.1

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 115 128 0 07:45 AM 180 0 121 08:00 AM 119 186 0 08:15 AM 113 0 226 Total Volume 468 720 0 % App. Total 39.4 60.6 0 PHF .967 .796 .000

243 301 305 339 1188 .876

36.8

A1A Northbound

22.1

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

248 234 290 276 1048 96.9 .903

13 7 8 6 34 3.1 .654

261 241 298 282 1082

4 7 7 6 24 3.7 .857

0 0 0 0 0 0 .000

145 162 188 138 633 96.3 .842

149 169 195 144 657

653 711 798 765 2927

.842

.917

.000

244

.908

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Westbound St. Westbound

A1A Southbound

: T16 A1A & Old CR 210 PM : : 12/8/2015 :1

A1A Northbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

148 145 131 138 562

212 202 221 280 915

1 1 3 0 5

0 0 0 0 0

361 348 355 418 1482

0 0 0 0 0

184 183 162 197 726

16 4 7 10 37

0 0 0 0 0

200 187 169 207 763

8 6 6 6 26

0 0 0 0 0

154 150 120 115 539

1 1 2 0 4

163 157 128 121 569

724 692 652 746 2814

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

167 178 165 147 657

260 282 265 224 1031

2 1 0 1 4

0 0 0 0 0

429 461 430 372 1692

0 0 0 0 0

209 213 208 177 807

8 4 5 5 22

0 0 0 0 0

217 217 213 182 829

7 5 8 8 28

0 0 0 0 0

135 127 124 132 518

1 1 0 0 2

143 133 132 140 548

789 811 775 694 3069

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

166 132 132 120 550

209 210 179 168 766

0 0 0 1 1

0 0 0 0 0

375 342 311 289 1317

0 0 0 0 0

156 151 126 114 547

8 4 1 2 15

0 0 0 0 0

164 155 127 116 562

6 3 4 3 16

0 0 0 0 0

114 99 78 78 369

0 0 1 0 1

120 102 83 81 386

659 599 521 486 2265

Grand Total Apprch % Total %

1769 39.4 21.7

2712 60.4 33.3

10 0.2 0.1

0 0 0

4491

0 0 0

2080 96.6 25.5

74 3.4 0.9

0 0 0

2154

70 4.7 0.9

0 0 0

1426 94.9 17.5

7 0.5 0.1

1503

8148

55.1

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 138 280 0 05:00 PM 167 260 2 05:15 PM 1 178 282 05:30 PM 165 265 0 Total Volume 648 1087 3 % App. Total 37.3 62.5 0.2 PHF .910 .964 .375

418 429 461 430 1738 .943

26.4

A1A Northbound

18.4

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

197 209 213 208 827 96.8 .971

10 8 4 5 27 3.2 .675

207 217 217 213 854

6 7 5 8 26 4.9 .813

0 0 0 0 0 0 .000

115 135 127 124 501 95.1 .928

121 142 132 132 527

746 788 810 775 3119

.928

.963

.000

245

.984

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T16 A1A & Old CR 210 PM : : 12/8/2015 :1

Groups Printed- Truck Westbound St. A1A Westbound Northbound

A1A Southbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 6 4 2 12

3 3 7 3 16

0 0 0 0 0

3 9 11 5 28

0 0 0 0 0

8 3 1 1 13

0 0 1 0 1

0 0 0 0 0

8 3 2 1 14

0 0 0 0 0

4 2 3 2 11

0 0 0 0 0

4 2 3 2 11

15 14 16 8 53

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

2 1 0 1 4

6 1 1 3 11

0 0 0 0 0

8 2 1 4 15

0 0 0 0 0

1 2 2 1 6

0 0 0 0 0

1 2 2 1 6

0 0 0 0 0

2 1 0 1 4

0 0 0 0 0

2 1 0 1 4

11 5 3 6 25

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 1 0 0 1

0 1 1 1 3

0 0 0 0 0

0 2 1 1 4

0 0 0 0 0

0 1 0 1 2

0 0 0 0 0

0 1 0 1 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

1 3 2 2 8

Grand Total Apprch % Total %

17 36.2 19.8

30 63.8 34.9

0 0 0

21 95.5 24.4

1 4.5 1.2

0 0 0

17 100 19.8

0 0 0

54.7

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 04:15 PM 3 0 6 04:30 PM 4 0 7 04:45 PM 2 3 0 Total Volume 12 16 0 % App. Total 42.9 57.1 0 PHF .500 .571 .000

3 9 11 5 28 .636

25.6

A1A Northbound

19.8

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

8 3 1 1 13 92.9 .406

0 0 1 0 1 7.1 .250

8 3 2 1 14

0 0 0 0 0 0 .000

4 2 3 2 11 100 .688

4 2 3 2 11

15 14 16 8 53

.688

.828

.000

246

.438

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T16 A1A & Old CR 210 PM : : 12/8/2015 :1

Groups Printed- Combined Westbound St. A1A Westbound Northbound

A1A Southbound

Old CR 210 Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

148 151 135 140 574

215 205 228 283 931

1 1 3 0 5

0 0 0 0 0

364 357 366 423 1510

0 0 0 0 0

192 186 163 198 739

16 4 8 10 38

0 0 0 0 0

208 190 171 208 777

8 6 6 6 26

0 0 0 0 0

158 152 123 117 550

1 1 2 0 4

167 159 131 123 580

739 706 668 754 2867

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

169 179 165 148 661

266 283 266 227 1042

2 1 0 1 4

0 0 0 0 0

437 463 431 376 1707

0 0 0 0 0

210 215 210 178 813

8 4 5 5 22

0 0 0 0 0

218 219 215 183 835

7 5 8 8 28

0 0 0 0 0

137 128 124 133 522

1 1 0 0 2

145 134 132 141 552

800 816 778 700 3094

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

166 133 132 120 551

209 211 180 169 769

0 0 0 1 1

0 0 0 0 0

375 344 312 290 1321

0 0 0 0 0

156 152 126 115 549

8 4 1 2 15

0 0 0 0 0

164 156 127 117 564

6 3 4 3 16

0 0 0 0 0

115 99 79 78 371

0 0 1 0 1

121 102 84 81 388

660 602 523 488 2273

Grand Total Apprch % Total %

1786 39.4 21.7

2742 60.4 33.3

10 0.2 0.1

0 0 0

4538

0 0 0

2101 96.6 25.5

75 3.4 0.9

0 0 0

2176

70 4.6 0.9

0 0 0

1443 94.9 17.5

7 0.5 0.1

1520

8234

55.1

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 0 04:45 PM 140 283 05:00 PM 169 266 2 05:15 PM 283 1 179 05:30 PM 165 266 0 Total Volume 653 1098 3 % App. Total 37.2 62.6 0.2 PHF .912 .970 .375

423 437 463 431 1754 .947

26.4

A1A Northbound

18.5

Old CR 210 Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

198 210 215 210 833 96.9 .969

10 8 4 5 27 3.1 .675

208 218 219 215 860

6 7 5 8 26 4.9 .813

0 0 0 0 0 0 .000

117 137 128 124 506 95.1 .923

123 144 133 132 532

754 799 815 778 3146

.924

.965

.000

247

.982

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Sawgrass Dr Westbound

A1A Southbound

: T17 A1A & Fairfield Blvd_Sawgrass Dr AM : : 12/8/2015 :1 A1A Northbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

2 3 2 1 8

17 26 38 54 135

2 5 4 10 21

0 0 0 0 0

21 34 44 65 164

7 4 9 13 33

1 4 0 5 10

0 1 1 1 3

0 0 0 0 0

8 9 10 19 46

2 1 3 1 7

43 53 70 99 265

0 2 1 3 6

0 0 0 0 0

45 56 74 103 278

0 1 1 2 4

0 0 0 2 2

1 3 6 5 15

0 0 9 2 11

1 4 16 11 32

75 103 144 198 520

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

4 3 6 7 20

64 83 86 119 352

11 8 18 31 68

0 0 0 0 0

79 94 110 157 440

20 30 35 27 112

2 2 0 0 4

1 4 1 5 11

0 0 0 0 0

23 36 36 32 127

2 4 4 8 18

120 177 226 181 704

4 3 10 8 25

0 0 0 0 0

126 184 240 197 747

1 3 3 3 10

2 0 0 0 2

5 8 8 10 31

0 5 1 5 11

8 16 12 18 54

236 330 398 404 1368

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

12 6 5 11 34

135 195 163 101 594

32 29 27 35 123

0 0 0 0 0

179 230 195 147 751

37 33 23 28 121

1 1 0 0 2

13 8 10 9 40

0 0 0 0 0

51 42 33 37 163

1 6 9 7 23

224 255 181 197 857

4 2 5 6 17

0 0 0 0 0

229 263 195 210 897

2 1 3 1 7

1 0 0 3 4

25 11 7 7 50

0 0 2 2 4

28 12 12 13 65

487 547 435 407 1876

Grand Total Apprch % Total %

62 4.6 1.6

1081 79.8 28.7

212 15.6 5.6

0 0 0

1355

266 79.2 7.1

16 4.8 0.4

54 16.1 1.4

0 0 0

336

48 2.5 1.3

1826 95 48.5

48 2.5 1.3

0 0 0

1922

21 13.9 0.6

8 5.3 0.2

96 63.6 2.6

26 17.2 0.7

151

3764

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 135 32 08:00 AM 12 08:15 AM 6 29 195 08:30 AM 5 163 27 08:45 AM 11 101 35 Total Volume 34 594 123 % App. Total 4.5 79.1 16.4 PHF .708 .762 .879

8.9

179 230 195 147 751 .816

51.1

A1A Northbound

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

37 33 23 28 121 74.2 .818

1 1 0 0 2 1.2 .500

13 8 10 9 40 24.5 .769

51 42 33 37 163

1 6 9 7 23 2.6 .639

224 255 181 197 857 95.5 .840

4 2 5 6 17 1.9 .708

229 263 195 210 897

2 1 3 1 7 11.5 .583

1 0 0 3 4 6.6 .333

25 11 7 7 50 82 .500

28 12 10 11 61

487 547 433 405 1872

.545

.856

.799

248

.853

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T17 A1A & Fairfield Blvd_Sawgrass Dr AM : : 12/8/2015 :1

Groups Printed- Truck Sawgrass Dr A1A Westbound Northbound

A1A Southbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

2 0 1 1 4

0 0 2 0 2

0 0 0 0 0

2 0 3 1 6

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

3 3 2 0 8

0 0 0 1 1

0 0 0 0 0

3 3 2 1 9

0 0 0 0 0

5 3 5 4 17

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 1 1 2

2 2 1 6 11

0 0 2 0 2

0 0 0 0 0

2 2 4 7 15

1 1 1 2 5

0 0 0 0 0

1 1 1 2 5

0 0 1 2 3

1 2 6 6 15

0 0 0 1 1

0 0 0 0 0

1 2 7 9 19

0 0 0 0 0

4 5 12 18 39

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 0 0 2 3

0 5 5 6 16

0 1 2 0 3

0 0 0 0 0

1 6 7 8 22

0 0 0 3 3

0 0 0 0 0

0 0 0 3 3

0 1 1 0 2

5 4 3 3 15

0 1 0 1 2

0 0 0 0 0

5 6 4 4 19

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

6 13 11 15 45

Grand Total Apprch % Total %

5 11.6 5

31 72.1 30.7

7 16.3 6.9

0 0 0

10 100 9.9

0 0 0

5 10.6 5

38 80.9 37.6

4 8.5 4

0 0 0

1 100 1

0 0 0

101

42.6

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 1 07:30 AM 1 2 07:45 AM 1 0 6 08:00 AM 1 0 0 08:15 AM 0 5 1 Total Volume 3 12 3 % App. Total 16.7 66.7 16.7 PHF .750 .500 .375

9.9

4 7 1 6 18 .643

46.5

A1A Northbound

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 2 0 0 3 100 .375

0 0 0 0 0 0 .000

1 2 0 0 3

1 2 0 1 4 14.8 .500

6 6 5 4 21 77.8 .875

0 1 0 1 2 7.4 .500

7 9 5 6 27

0 0 0 1 1 100 .250

0 0 0 0 0 0 .000

0 0 0 1 1

12 18 6 13 49

.250

.681

.375

249

.750

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T17 A1A & Fairfield Blvd_Sawgrass Dr AM : : 12/8/2015 :1

Groups Printed- Combined Sawgrass Dr A1A Westbound Northbound

A1A Southbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

2 3 2 1 8

19 26 39 55 139

2 5 6 10 23

0 0 0 0 0

23 34 47 66 170

7 4 9 15 35

1 4 0 5 10

0 1 1 1 3

0 0 0 0 0

8 9 10 21 48

2 1 3 1 7

46 56 72 99 273

0 2 1 4 7

0 0 0 0 0

48 59 76 104 287

0 1 1 2 4

0 0 0 2 2

1 3 6 5 15

0 0 9 2 11

1 4 16 11 32

80 106 149 202 537

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

4 3 7 8 22

66 85 87 125 363

11 8 20 31 70

0 0 0 0 0

81 96 114 164 455

21 31 36 29 117

2 2 0 0 4

1 4 1 5 11

0 0 0 0 0

24 37 37 34 132

2 4 5 10 21

121 179 232 187 719

4 3 10 9 26

0 0 0 0 0

127 186 247 206 766

1 3 3 3 10

2 0 0 0 2

5 8 8 10 31

0 5 1 5 11

8 16 12 18 54

240 335 410 422 1407

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

13 6 5 13 37

135 200 168 107 610

32 30 29 35 126

0 0 0 0 0

180 236 202 155 773

37 33 23 31 124

1 1 0 0 2

13 8 10 9 40

0 0 0 0 0

51 42 33 40 166

1 7 10 7 25

229 259 184 200 872

4 3 5 7 19

0 0 0 0 0

234 269 199 214 916

2 2 3 1 8

1 0 0 3 4

25 11 7 7 50

0 0 2 2 4

28 13 12 13 66

493 560 446 422 1921

Grand Total Apprch % Total %

67 4.8 1.7

1112 79.5 28.8

219 15.7 5.7

0 0 0

1398

276 79.8 7.1

16 4.6 0.4

54 15.6 1.4

0 0 0

346

53 2.7 1.4

1864 94.7 48.2

52 2.6 1.3

0 0 0

1969

22 14.5 0.6

8 5.3 0.2

96 63.2 2.5

26 17.1 0.7

152

3865

36.2

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 135 32 08:00 AM 13 08:15 AM 6 30 200 08:30 AM 5 168 29 08:45 AM 13 107 35 Total Volume 37 610 126 % App. Total 4.8 78.9 16.3 PHF .712 .763 .900

180 236 202 155 773 .819

50.9

A1A Northbound

3.9

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

37 33 23 31 124 74.7 .838

1 1 0 0 2 1.2 .500

13 8 10 9 40 24.1 .769

51 42 33 40 166

1 7 10 7 25 2.7 .625

229 259 184 200 872 95.2 .842

4 3 5 7 19 2.1 .679

234 269 199 214 916

2 2 3 1 8 12.9 .667

1 0 0 3 4 6.5 .333

25 11 7 7 50 80.6 .500

28 13 10 11 62

493 560 444 420 1917

.554

.856

.814

250

.851

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Sawgrass Dr Westbound

A1A Southbound

: T17 A1A & Fairfield Blvd_Sawgrass Dr PM : : 12/8/2015 :1 A1A Northbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

15 13 11 14 53

172 141 155 201 669

37 41 39 47 164

0 0 0 0 0

224 195 205 262 886

33 25 31 34 123

4 2 1 1 8

5 11 7 5 28

0 0 0 0 0

42 38 39 40 159

11 12 8 9 40

158 155 132 148 593

0 6 0 4 10

0 0 0 0 0

169 173 140 161 643

9 3 3 5 20

3 0 1 2 6

5 13 6 6 30

0 2 3 0 5

17 18 13 13 61

452 424 397 476 1749

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

9 16 13 12 50

213 191 215 175 794

28 32 33 23 116

0 0 0 0 0

250 239 261 210 960

45 32 28 32 137

2 0 1 0 3

5 8 8 2 23

0 0 0 0 0

52 40 37 34 163

9 5 7 4 25

149 156 176 146 627

4 4 3 3 14

0 0 0 0 0

162 165 186 153 666

3 3 1 2 9

0 1 0 0 1

9 7 17 7 40

0 0 1 0 1

12 11 19 9 51

476 455 503 406 1840

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

8 21 10 9 48

164 136 118 125 543

32 31 31 21 115

0 0 0 0 0

204 188 159 155 706

18 17 14 13 62

2 1 1 0 4

4 4 3 3 14

0 0 0 0 0

24 22 18 16 80

7 5 4 2 18

129 118 87 83 417

3 2 1 2 8

0 0 0 0 0

139 125 92 87 443

8 0 2 2 12

2 0 1 0 3

6 8 6 3 23

1 0 0 1 2

17 8 9 6 40

384 343 278 264 1269

Grand Total Apprch % Total %

151 5.9 3.1

2006 78.6 41.3

395 15.5 8.1

0 0 0

2552

322 80.1 6.6

15 3.7 0.3

65 16.2 1.3

0 0 0

402

83 4.7 1.7

1637 93.4 33.7

32 1.8 0.7

0 0 0

1752

41 27 0.8

10 6.6 0.2

93 61.2 1.9

8 5.3 0.2

152

4858

52.5

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 201 47 05:00 PM 9 213 28 05:15 PM 191 32 16 05:30 PM 13 33 215 Total Volume 52 820 140 % App. Total 5.1 81 13.8 PHF .813 .953 .745

8.3

262 250 239 261 1012 .966

36.1

A1A Northbound

3.1

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

34 45 32 28 139 82.2 .772

1 2 0 1 4 2.4 .500

5 5 8 8 26 15.4 .813

40 52 40 37 169

9 9 5 7 30 4.5 .833

148 149 156 176 629 93.3 .893

4 4 4 3 15 2.2 .938

161 162 165 186 674

5 3 3 1 12 22.2 .600

2 0 1 0 3 5.6 .375

6 9 7 17 39 72.2 .574

13 12 11 18 54

476 476 455 502 1909

.750

.951

.813

251

.906

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T17 A1A & Fairfield Blvd_Sawgrass Dr PM : : 12/8/2015 :1

Groups Printed- Truck Sawgrass Dr A1A Westbound Northbound

A1A Southbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

1 1 0 0 2

1 4 7 3 15

1 0 0 1 2

0 0 0 0 0

3 5 7 4 19

0 0 1 0 1

1 0 0 0 1

0 2 0 0 2

0 0 0 0 0

1 2 1 0 4

2 0 0 0 2

8 3 4 2 17

0 0 0 0 0

10 3 4 2 19

1 1 0 0 2

1 0 0 0 1

0 0 0 0 0

2 1 0 0 3

16 11 12 6 45

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

4 2 1 3 10

0 0 0 0 0

4 2 1 3 10

0 0 0 0 0

1 0 0 0 1

0 1 0 0 1

0 0 0 0 0

1 1 0 0 2

0 0 0 0 0

2 2 1 1 6

0 0 0 0 0

2 2 1 1 6

1 0 0 0 1

0 0 0 0 0

2 0 0 0 2

9 5 2 4 20

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 1 1 0 2

Grand Total Apprch % Total %

2 6.7 3

25 83.3 37.3

3 10 4.5

0 0 0

1 14.3 1.5

2 28.6 3

4 57.1 6

0 0 0

2 8 3

23 92 34.3

0 0 0

3 60 4.5

2 40 3

0 0 0

44.8

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 1 04:00 PM 1 1 04:15 PM 1 4 0 04:30 PM 0 0 7 04:45 PM 0 3 1 Total Volume 2 15 2 % App. Total 10.5 78.9 10.5 PHF .500 .536 .500

10.4

3 5 7 4 19 .679

37.3

A1A Northbound

7.5

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 1 0 1 25 .250

1 0 0 0 1 25 .250

0 2 0 0 2 50 .250

1 2 1 0 4

2 0 0 0 2 10.5 .250

8 3 4 2 17 89.5 .531

0 0 0 0 0 0 .000

10 3 4 2 19

1 1 0 0 2 66.7 .500

1 0 0 0 1 33.3 .250

0 0 0 0 0 0 .000

2 1 0 0 3

16 11 12 6 45

.375

.703

.500

252

.475

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T17 A1A & Fairfield Blvd_Sawgrass Dr PM : : 12/8/2015 :1

Groups Printed- Combined Sawgrass Dr A1A Westbound Northbound

A1A Southbound

Fairfield Blvd Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

16 14 11 14 55

173 145 162 204 684

38 41 39 48 166

0 0 0 0 0

227 200 212 266 905

33 25 32 34 124

5 2 1 1 9

5 13 7 5 30

0 0 0 0 0

43 40 40 40 163

13 12 8 9 42

166 158 136 150 610

0 6 0 4 10

0 0 0 0 0

179 176 144 163 662

10 4 3 5 22

4 0 1 2 7

5 13 6 6 30

0 2 3 0 5

19 19 13 13 64

468 435 409 482 1794

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

9 16 13 12 50

217 193 216 178 804

28 32 33 23 116

0 0 0 0 0

254 241 262 213 970

45 32 28 32 137

3 0 1 0 4

5 9 8 2 24

0 0 0 0 0

53 41 37 34 165

9 5 7 4 25

151 158 177 147 633

4 4 3 3 14

0 0 0 0 0

164 167 187 154 672

4 3 1 2 10

1 1 0 0 2

9 7 17 7 40

0 0 1 0 1

14 11 19 9 53

485 460 505 410 1860

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

8 21 10 9 48

164 136 118 125 543

32 32 31 21 116

0 0 0 0 0

204 189 159 155 707

18 17 14 13 62

2 1 1 0 4

4 4 4 3 15

0 0 0 0 0

24 22 19 16 81

7 5 4 2 18

129 118 87 83 417

3 2 1 2 8

0 0 0 0 0

139 125 92 87 443

8 0 2 2 12

2 0 1 0 3

6 8 6 3 23

1 0 0 1 2

17 8 9 6 40

384 344 279 264 1271

Grand Total Apprch % Total %

153 5.9 3.1

2031 78.7 41.2

398 15.4 8.1

0 0 0

2582

323 79 6.6

17 4.2 0.3

69 16.9 1.4

0 0 0

409

85 4.8 1.7

1660 93.4 33.7

32 1.8 0.6

0 0 0

1777

44 28 0.9

12 7.6 0.2

93 59.2 1.9

8 5.1 0.2

157

4925

52.4

A1A Southbound

Sawgrass Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 204 48 05:00 PM 9 28 217 05:15 PM 193 32 16 05:30 PM 13 216 33 Total Volume 52 830 141 % App. Total 5.1 81.1 13.8 PHF .813 .956 .734

8.3

266 254 241 262 1023 .961

36.1

A1A Northbound

3.2

Fairfield Blvd Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

34 45 32 28 139 81.3 .772

1 3 0 1 5 2.9 .417

5 5 9 8 27 15.8 .750

40 53 41 37 171

9 9 5 7 30 4.4 .833

150 151 158 177 636 93.4 .898

4 4 4 3 15 2.2 .938

163 164 167 187 681

5 4 3 1 13 23.2 .650

2 1 1 0 4 7.1 .500

6 9 7 17 39 69.6 .574

13 14 11 18 56

482 485 460 504 1931

.778

.958

.807

253

.910

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Westbound St. Westbound

A1A Southbound

: T18 A1A & Plantation Dr AM : : 12/8/2015 :1

A1A Northbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

3 6 6 5 20

15 34 29 52 130

0 0 0 0 0

18 40 35 57 150

0 0 0 0 0

42 44 59 87 232

0 0 2 1 3

0 0 0 0 0

42 44 61 88 235

1 0 0 1 2

0 0 0 0 0

5 5 7 9 26

1 0 1 5 7

7 5 8 15 35

67 89 104 160 420

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

7 5 7 19 38

55 92 85 117 349

0 0 0 0 0

62 97 92 136 387

0 0 0 0 0

99 154 198 184 635

1 1 1 1 4

0 0 0 0 0

100 155 199 185 639

2 2 1 1 6

0 0 0 0 0

17 19 22 17 75

7 0 0 0 7

26 21 23 18 88

188 273 314 339 1114

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

15 40 30 12 97

140 167 157 108 572

0 0 0 0 0

155 207 187 120 669

0 0 0 0 0

194 227 166 175 762

3 12 6 1 22

0 0 0 0 0

197 239 172 176 784

1 0 5 2 8

0 0 0 0 0

25 18 17 22 82

2 2 5 0 9

28 20 27 24 99

380 466 386 320 1552

Grand Total Apprch % Total %

155 12.9 5

1051 87.1 34.1

0 0 0

1206

0 0 0

1629 98.3 52.8

29 1.7 0.9

0 0 0

1658

16 7.2 0.5

0 0 0

183 82.4 5.9

23 10.4 0.7

222

3086

39.1

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 19 117 0 08:00 AM 15 140 0 08:15 AM 0 40 167 08:30 AM 30 157 0 Total Volume 104 581 0 % App. Total 15.2 84.8 0 PHF .650 .870 .000

136 155 207 187 685 .827

53.7

A1A Northbound

7.2

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

184 194 227 166 771 97.2 .849

1 3 12 6 22 2.8 .458

185 197 239 172 793

1 1 0 5 7 8.3 .350

0 0 0 0 0 0 .000

17 25 18 17 77 91.7 .770

18 26 18 22 84

339 378 464 381 1562

.808

.842

.000

254

.829

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T18 A1A & Plantation Dr AM : : 12/8/2015 :1

Groups Printed- Truck Westbound St. A1A Westbound Northbound

A1A Southbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

2 3 3 1 9

0 0 0 0 0

2 3 3 1 9

0 0 0 0 0

2 3 4 2 11

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 0 0 0

4 2 1 5 12

0 0 0 0 0

4 2 1 5 12

0 0 0 0 0

1 3 6 8 18

0 0 0 0 0

1 3 6 8 18

0 0 0 0 0

5 5 7 13 30

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

1 5 4 6 16

0 0 0 0 0

1 5 4 6 16

0 0 0 0 0

4 5 3 6 18

0 0 0 0 0

4 5 3 6 18

0 0 0 0 0

5 10 7 12 34

Grand Total Apprch % Total %

0 0 0

30 100 40

0 0 0

45 100 60

0 0 0

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 1 0 0 07:45 AM 0 5 08:00 AM 0 1 0 08:15 AM 0 5 0 Total Volume 0 12 0 % App. Total 0 100 0 PHF .000 .600 .000

1 5 1 5 12 .600

A1A Northbound

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

6 8 4 5 23 100 .719

0 0 0 0 0 0 .000

6 8 4 5 23

0 0 0 0 0 0 .000

0 0 0 0 0

7 13 5 10 35

.000

.673

.000

255

.719

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T18 A1A & Plantation Dr AM : : 12/8/2015 :1

Groups Printed- Combined Westbound St. A1A Westbound Northbound

A1A Southbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

3 6 6 5 20

15 34 30 53 132

0 0 0 0 0

18 40 36 58 152

0 0 0 0 0

44 47 62 88 241

0 0 2 1 3

0 0 0 0 0

44 47 64 89 244

1 0 0 1 2

0 0 0 0 0

5 5 7 9 26

1 0 1 5 7

7 5 8 15 35

69 92 108 162 431

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

7 5 7 19 38

59 94 86 122 361

0 0 0 0 0

66 99 93 141 399

0 0 0 0 0

100 157 204 192 653

1 1 1 1 4

0 0 0 0 0

101 158 205 193 657

2 2 1 1 6

0 0 0 0 0

17 19 22 17 75

7 0 0 0 7

26 21 23 18 88

193 278 321 352 1144

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

15 40 30 12 97

141 172 161 114 588

0 0 0 0 0

156 212 191 126 685

0 0 0 0 0

198 232 169 181 780

3 12 6 1 22

0 0 0 0 0

201 244 175 182 802

1 0 5 2 8

0 0 0 0 0

25 18 17 22 82

2 2 5 0 9

28 20 27 24 99

385 476 393 332 1586

Grand Total Apprch % Total %

155 12.5 4.9

1081 87.5 34.2

0 0 0

1236

0 0 0

1674 98.3 53

29 1.7 0.9

0 0 0

1703

16 7.2 0.5

0 0 0

183 82.4 5.8

23 10.4 0.7

222

3161

39.1

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 19 122 0 08:00 AM 15 141 0 08:15 AM 0 40 172 08:30 AM 30 161 0 Total Volume 104 596 0 % App. Total 14.9 85.1 0 PHF .650 .866 .000

141 156 212 191 700 .825

53.9

A1A Northbound

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

192 198 232 169 791 97.3 .852

1 3 12 6 22 2.7 .458

193 201 244 175 813

1 1 0 5 7 8.3 .350

0 0 0 0 0 0 .000

17 25 18 17 77 91.7 .770

18 26 18 22 84

352 383 474 388 1597

.808

.842

.000

256

.833

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Westbound St. Westbound

A1A Southbound

: T18 A1A & Plantation Dr PM : : 12/8/2015 :1

A1A Northbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

19 15 20 16 70

174 136 140 191 641

0 0 0 0 0

193 151 160 207 711

0 0 0 0 0

154 138 126 140 558

0 2 3 3 8

0 0 0 0 0

154 140 129 143 566

2 2 1 3 8

0 0 0 0 0

15 16 14 17 62

0 0 0 0 0

17 18 15 20 70

364 309 304 370 1347

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

22 28 21 21 92

215 203 212 173 803

0 0 0 0 0

237 231 233 194 895

0 0 0 0 0

150 152 149 141 592

0 5 1 1 7

0 0 0 0 0

150 157 150 142 599

3 4 0 2 9

0 0 0 0 0

12 15 24 11 62

4 2 3 0 9

19 21 27 13 80

406 409 410 349 1574

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

23 19 18 19 79

144 125 100 102 471

0 0 0 0 0

167 144 118 121 550

0 0 0 0 0

102 104 79 73 358

1 2 0 0 3

0 0 0 0 0

103 106 79 73 361

1 0 0 0 1

0 0 0 0 0

26 15 6 4 51

0 0 1 0 1

27 15 7 4 53

297 265 204 198 964

Grand Total Apprch % Total %

241 11.2 6.2

1915 88.8 49.3

0 0 0

2156

0 0 0

1508 98.8 38.8

18 1.2 0.5

0 0 0

1526

18 8.9 0.5

0 0 0

175 86.2 4.5

10 4.9 0.3

203

3885

55.5

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 16 191 0 0 05:00 PM 22 215 05:15 PM 203 0 28 05:30 PM 21 212 0 Total Volume 87 821 0 % App. Total 9.6 90.4 0 PHF .777 .955 .000

207 237 231 233 908 .958

39.3

A1A Northbound

5.2

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

140 150 152 149 591 98.5 .972

3 0 5 1 9 1.5 .450

143 150 157 150 600

3 3 4 0 10 12.8 .625

0 0 0 0 0 0 .000

17 12 15 24 68 87.2 .708

20 15 19 24 78

370 402 407 407 1586

.813

.974

.000

257

.955

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T18 A1A & Plantation Dr PM : : 12/8/2015 :1

Groups Printed- Truck Westbound St. A1A Westbound Northbound

A1A Southbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

4 6 8 3 21

0 0 0 0 0

4 6 8 3 21

0 0 0 0 0

10 3 2 2 17

0 0 0 0 0

10 3 2 2 17

0 0 0 0 0

14 9 10 5 38

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

5 4 1 2 12

0 0 0 0 0

5 4 1 2 12

0 0 0 0 0

2 1 1 1 5

0 0 0 0 0

2 1 1 1 5

0 0 0 0 0

7 5 2 3 17

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

1 0 1 1 3

Grand Total Apprch % Total %

0 0 0

35 100 60.3

0 0 0

23 100 39.7

0 0 0

60.3

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 4 0 04:15 PM 0 6 0 04:30 PM 0 0 8 04:45 PM 0 3 0 Total Volume 0 21 0 % App. Total 0 100 0 PHF .000 .656 .000

4 6 8 3 21 .656

39.7

A1A Northbound

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

10 3 2 2 17 100 .425

0 0 0 0 0 0 .000

10 3 2 2 17

0 0 0 0 0 0 .000

0 0 0 0 0

14 9 10 5 38

.000

.679

.000

258

.425

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T18 A1A & Plantation Dr PM : : 12/8/2015 :1

Groups Printed- Combined Westbound St. A1A Westbound Northbound

A1A Southbound

Plantation Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

19 15 20 16 70

178 142 148 194 662

0 0 0 0 0

197 157 168 210 732

0 0 0 0 0

164 141 128 142 575

0 2 3 3 8

0 0 0 0 0

164 143 131 145 583

2 2 1 3 8

0 0 0 0 0

15 16 14 17 62

0 0 0 0 0

17 18 15 20 70

378 318 314 375 1385

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

22 28 21 21 92

220 207 213 175 815

0 0 0 0 0

242 235 234 196 907

0 0 0 0 0

152 153 150 142 597

0 5 1 1 7

0 0 0 0 0

152 158 151 143 604

3 4 0 2 9

0 0 0 0 0

12 15 24 11 62

4 2 3 0 9

19 21 27 13 80

413 414 412 352 1591

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

23 19 18 19 79

145 125 101 102 473

0 0 0 0 0

168 144 119 121 552

0 0 0 0 0

102 104 79 74 359

1 2 0 0 3

0 0 0 0 0

103 106 79 74 362

1 0 0 0 1

0 0 0 0 0

26 15 6 4 51

0 0 1 0 1

27 15 7 4 53

298 265 205 199 967

Grand Total Apprch % Total %

241 11 6.1

1950 89 49.5

0 0 0

2191

0 0 0

1531 98.8 38.8

18 1.2 0.5

0 0 0

1549

18 8.9 0.5

0 0 0

175 86.2 4.4

10 4.9 0.3

203

3943

55.6

A1A Southbound

Westbound St. Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 16 194 0 0 05:00 PM 22 220 05:15 PM 207 0 28 05:30 PM 21 213 0 Total Volume 87 834 0 % App. Total 9.4 90.6 0 PHF .777 .948 .000

210 242 235 234 921 .951

39.3

A1A Northbound

5.1

Plantation Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

142 152 153 150 597 98.5 .975

3 0 5 1 9 1.5 .450

145 152 158 151 606

3 3 4 0 10 12.8 .625

0 0 0 0 0 0 .000

17 12 15 24 68 87.2 .708

20 15 19 24 78

375 409 412 409 1605

.813

.974

.000

259

.959

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr AM : : 12/8/2015 :1

Groups Printed- Car Oceans Edge Dr Westbound

A1A Southbound

A1A Northbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 0 0 3 4

15 30 26 50 121

0 0 2 0 2

0 0 0 0 0

16 30 28 53 127

1 2 1 2 6

0 0 0 0 0

1 0 1 1 3

0 0 0 0 0

2 2 2 3 9

1 0 0 1 2

32 39 65 70 206

0 0 0 1 1

0 0 0 0 0

33 39 65 72 209

1 1 3 6 11

0 0 0 0 0

7 3 5 14 29

0 1 2 2 5

8 5 10 22 45

59 76 105 150 390

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

2 4 3 3 12

51 90 79 116 336

0 2 0 0 2

0 0 0 0 0

53 96 82 119 350

3 4 5 3 15

0 0 0 0 0

1 1 3 3 8

0 0 0 0 0

4 5 8 6 23

0 0 0 4 4

82 141 181 151 555

0 4 1 2 7

0 0 0 0 0

82 145 182 157 566

2 12 2 8 24

0 0 0 0 0

13 13 18 23 67

6 2 0 0 8

21 27 20 31 99

160 273 292 313 1038

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

5 12 8 4 29

117 149 170 98 534

5 2 0 0 7

0 0 0 0 0

127 163 178 102 570

5 10 6 3 24

0 0 0 0 0

6 4 3 1 14

0 0 0 0 0

11 14 9 4 38

2 2 1 2 7

163 209 154 154 680

1 1 6 1 9

0 0 0 0 0

166 212 161 157 696

15 13 10 14 52

0 0 0 0 0

26 18 17 13 74

0 4 0 0 4

41 35 27 27 130

345 424 375 290 1434

Grand Total Apprch % Total %

45 4.3 1.6

991 94.7 34.6

11 1.1 0.4

0 0 0

1047

45 64.3 1.6

0 0 0

25 35.7 0.9

0 0 0

13 0.9 0.5

1441 98 50.3

17 1.2 0.6

0 0 0

1471

87 31.8 3

0 0 0

170 62 5.9

17 6.2 0.6

274

2862

36.6

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 3 116 0 08:00 AM 5 117 5 08:15 AM 149 2 12 08:30 AM 8 0 170 Total Volume 28 552 7 % App. Total 4.8 94 1.2 PHF .583 .812 .350

2.4

119 127 163 178 587 .824

51.4

A1A Northbound

9.6

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

3 5 10 6 24 60 .600

0 0 0 0 0 0 .000

3 6 4 3 16 40 .667

6 11 14 9 40

4 2 2 1 9 1.3 .563

151 163 209 154 677 97.3 .810

2 1 1 6 10 1.4 .417

157 166 212 161 696

8 15 13 10 46 35.4 .767

0 0 0 0 0 0 .000

23 26 18 17 84 64.6 .808

31 41 31 27 130

313 345 420 375 1453

.793

.865

.714

260

.821

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr AM : : 12/8/2015 :1

Groups Printed- Truck Oceans Edge Dr A1A Westbound Northbound

A1A Southbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

2 3 3 1 9

0 0 0 0 0

2 3 3 1 9

0 0 0 0 0

2 3 4 2 11

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

1 0 0 3 4

4 2 0 3 9

0 0 1 0 1

0 0 0 0 0

5 2 1 6 14

0 0 0 0 0

2 3 4 9 18

0 1 0 0 1

0 0 0 0 0

2 4 4 9 19

1 0 0 1 2

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

1 0 1 1 3

8 6 6 16 36

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 1 0 2 3

1 4 3 5 13

0 0 0 0 0

1 5 3 7 16

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

1 0 0 0 1

4 5 2 6 17

1 0 1 0 2

0 0 0 0 0

6 5 3 6 20

0 2 0 1 3

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

0 2 1 2 5

7 12 7 16 42

Grand Total Apprch % Total %

7 21.9 7.9

24 75 27

1 3.1 1.1

0 0 0

1 100 1.1

0 0 0

1 2.1 1.1

44 91.7 49.4

3 6.2 3.4

0 0 0

5 62.5 5.6

0 0 0

3 37.5 3.4

0 0 0

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 3 0 07:45 AM 3 08:00 AM 0 1 0 08:15 AM 1 0 4 08:30 AM 0 3 0 Total Volume 4 11 0 % App. Total 26.7 73.3 0 PHF .333 .688 .000

1.1

6 1 5 3 15 .625

53.9

A1A Northbound

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 1 0 0 1 4.3 .250

9 4 5 2 20 87 .556

0 1 0 1 2 8.7 .500

9 6 5 3 23

1 0 2 0 3 75 .375

0 0 0 0 0 0 .000

0 0 0 1 1 25 .250

1 0 2 1 4

16 7 12 7 42

.500

.656

.000

261

.639

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr AM : : 12/8/2015 :1

Groups Printed- Combined Oceans Edge Dr A1A Westbound Northbound

A1A Southbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 0 0 3 4

15 30 27 51 123

0 0 2 0 2

0 0 0 0 0

16 30 29 54 129

1 2 1 2 6

0 0 0 0 0

1 0 1 1 3

0 0 0 0 0

2 2 2 3 9

1 0 0 1 2

34 42 68 71 215

0 0 0 1 1

0 0 0 0 0

35 42 68 73 218

1 1 3 6 11

0 0 0 0 0

7 3 5 14 29

0 1 2 2 5

8 5 10 22 45

61 79 109 152 401

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 4 3 6 16

55 92 79 119 345

0 2 1 0 3

0 0 0 0 0

58 98 83 125 364

3 4 5 3 15

0 0 0 0 0

1 1 3 3 8

0 0 0 0 0

4 5 8 6 23

0 0 0 4 4

84 144 185 160 573

0 5 1 2 8

0 0 0 0 0

84 149 186 166 585

3 12 2 9 26

0 0 0 0 0

13 13 19 23 68

6 2 0 0 8

22 27 21 32 102

168 279 298 329 1074

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

5 13 8 6 32

118 153 173 103 547

5 2 0 0 7

0 0 0 0 0

128 168 181 109 586

5 10 6 3 24

0 0 0 0 0

6 4 3 2 15

0 0 0 0 0

11 14 9 5 39

3 2 1 2 8

167 214 156 160 697

2 1 7 1 11

0 0 0 0 0

172 217 164 163 716

15 15 10 15 55

0 0 0 0 0

26 18 18 14 76

0 4 0 0 4

41 37 28 29 135

352 436 382 306 1476

Grand Total Apprch % Total %

52 4.8 1.8

1015 94.1 34.4

12 1.1 0.4

0 0 0

1079

45 63.4 1.5

0 0 0

26 36.6 0.9

0 0 0

14 0.9 0.5

1485 97.8 50.3

20 1.3 0.7

0 0 0

1519

92 32.6 3.1

0 0 0

173 61.3 5.9

17 6 0.6

282

2951

36.6

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 6 119 0 08:00 AM 5 118 5 08:15 AM 153 2 13 08:30 AM 8 0 173 Total Volume 32 563 7 % App. Total 5.3 93.5 1.2 PHF .615 .814 .350

2.4

125 128 168 181 602 .831

51.5

A1A Northbound

9.6

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

3 5 10 6 24 60 .600

0 0 0 0 0 0 .000

3 6 4 3 16 40 .667

6 11 14 9 40

4 3 2 1 10 1.4 .625

160 167 214 156 697 96.9 .814

2 2 1 7 12 1.7 .429

166 172 217 164 719

9 15 15 10 49 36.6 .817

0 0 0 0 0 0 .000

23 26 18 18 85 63.4 .817

32 41 33 28 134

329 352 432 382 1495

.817

.865

.714

262

.828

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr PM : : 12/8/2015 :1

Groups Printed- Car Oceans Edge Dr Westbound

A1A Southbound

A1A Northbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

21 5 8 14 48

144 130 127 164 565

4 5 1 3 13

1 0 1 0 2

170 140 137 181 628

0 1 2 0 3

0 0 0 0 0

1 2 1 0 4

0 0 0 0 0

1 3 3 0 7

0 0 1 2 3

147 125 120 127 519

8 8 6 9 31

0 0 0 0 0

155 133 127 138 553

9 5 7 4 25

1 0 0 0 1

11 10 6 10 37

0 0 1 3 4

21 15 14 17 67

347 291 281 336 1255

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

12 14 13 20 59

192 190 193 154 729

4 5 7 3 19

0 0 0 0 0

208 209 213 177 807

3 1 2 3 9

0 0 0 0 0

2 2 1 1 6

0 0 0 0 0

5 3 3 4 15

2 1 4 0 7

126 143 132 127 528

9 5 9 8 31

0 0 0 0 0

137 149 145 135 566

5 5 8 3 21

0 0 0 0 0

8 9 10 5 32

3 8 2 0 13

16 22 20 8 66

366 383 381 324 1454

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

13 19 15 20 67

130 105 71 77 383

0 5 3 4 12

0 0 0 0 0

143 129 89 101 462

5 2 9 6 22

0 0 0 0 0

0 2 0 0 2

0 0 0 0 0

5 4 9 6 24

3 1 1 1 6

93 88 57 57 295

5 8 2 9 24

0 0 0 0 0

101 97 60 67 325

3 2 3 3 11

0 0 0 0 0

7 8 14 8 37

0 0 0 0 0

10 10 17 11 48

259 240 175 185 859

Grand Total Apprch % Total %

174 9.2 4.9

1677 88.4 47

44 2.3 1.2

2 0.1 0.1

1897

34 73.9 1

0 0 0

12 26.1 0.3

0 0 0

16 1.1 0.4

1342 92.9 37.6

86 6 2.4

0 0 0

1444

57 31.5 1.6

1 0.6 0

106 58.6 3

17 9.4 0.5

181

3568

53.2

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 164 3 04:45 PM 14 05:00 PM 12 192 4 05:15 PM 14 190 5 05:30 PM 13 193 7 Total Volume 53 739 19 % App. Total 6.5 91.1 2.3 PHF .946 .957 .679

1.3

181 208 209 213 811 .952

40.5

A1A Northbound

5.1

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 3 1 2 6 54.5 .500

0 0 0 0 0 0 .000

0 2 2 1 5 45.5 .625

0 5 3 3 11

2 2 1 4 9 1.6 .563

127 126 143 132 528 92.8 .923

9 9 5 9 32 5.6 .889

138 137 149 145 569

4 5 5 8 22 37.3 .688

0 0 0 0 0 0 .000

10 8 9 10 37 62.7 .925

14 13 14 18 59

333 363 375 379 1450

.819

.956

.550

263

.955

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr PM : : 12/8/2015 :1

Groups Printed- Truck Oceans Edge Dr A1A Westbound Northbound

A1A Southbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 1 0 0 1

4 6 8 3 21

0 0 0 0 0

4 7 8 3 22

0 0 0 0 0

13 4 0 2 19

1 0 0 0 1

0 0 0 0 0

14 4 0 2 20

0 1 1 0 2

0 0 0 0 0

0 1 1 0 2

18 12 9 5 44

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 1 0 0 1

4 5 1 2 12

0 0 0 0 0

4 6 1 2 13

0 0 0 0 0

3 1 2 0 6

0 0 0 0 0

3 1 2 0 6

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

7 8 3 2 20

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

Grand Total Apprch % Total %

2 5.4 3

35 94.6 53

0 0 0

25 96.2 37.9

1 3.8 1.5

0 0 0

3 100 4.5

0 0 0

56.1

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 4 0 04:15 PM 6 0 1 04:30 PM 0 0 8 04:45 PM 0 3 0 Total Volume 1 21 0 % App. Total 4.5 95.5 0 PHF .250 .656 .000

4 7 8 3 22 .688

39.4

A1A Northbound

4.5

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

13 4 0 2 19 95 .365

1 0 0 0 1 5 .250

14 4 0 2 20

0 1 1 0 2 100 .500

0 0 0 0 0 0 .000

0 1 1 0 2

18 12 9 5 44

.500

.611

.000

264

.357

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T19 A1A & Crossroad Lakes Dr_Oceans Edge Dr PM : : 12/8/2015 :1

Groups Printed- Combined Oceans Edge Dr A1A Westbound Northbound

A1A Southbound

Crossroad Lakes Dr Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

21 6 8 14 49

148 136 135 167 586

4 5 1 3 13

1 0 1 0 2

174 147 145 184 650

0 1 2 0 3

0 0 0 0 0

1 2 1 0 4

0 0 0 0 0

1 3 3 0 7

0 0 1 2 3

160 129 120 129 538

9 8 6 9 32

0 0 0 0 0

169 137 127 140 573

9 6 8 4 27

1 0 0 0 1

11 10 6 10 37

0 0 1 3 4

21 16 15 17 69

365 303 290 341 1299

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

12 15 13 20 60

196 195 194 156 741

4 5 7 3 19

0 0 0 0 0

212 215 214 179 820

3 1 2 3 9

0 0 0 0 0

2 2 1 1 6

0 0 0 0 0

5 3 3 4 15

2 1 4 0 7

129 144 134 127 534

9 5 9 8 31

0 0 0 0 0

140 150 147 135 572

5 6 8 3 22

0 0 0 0 0

8 9 10 5 32

3 8 2 0 13

16 23 20 8 67

373 391 384 326 1474

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

13 19 15 20 67

131 105 72 77 385

0 5 3 4 12

0 0 0 0 0

144 129 90 101 464

5 2 9 6 22

0 0 0 0 0

0 2 0 0 2

0 0 0 0 0

5 4 9 6 24

3 1 1 1 6

93 88 57 57 295

5 8 2 9 24

0 0 0 0 0

101 97 60 67 325

3 2 3 3 11

0 0 0 0 0

7 8 14 8 37

0 0 0 0 0

10 10 17 11 48

260 240 176 185 861

Grand Total Apprch % Total %

176 9.1 4.8

1712 88.5 47.1

44 2.3 1.2

2 0.1 0.1

1934

34 73.9 0.9

0 0 0

12 26.1 0.3

0 0 0

16 1.1 0.4

1367 93 37.6

87 5.9 2.4

0 0 0

1470

60 32.6 1.7

1 0.5 0

106 57.6 2.9

17 9.2 0.5

184

3634

53.2

A1A Southbound

Oceans Edge Dr Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 167 3 05:00 PM 12 4 196 05:15 PM 195 5 15 05:30 PM 13 194 7 Total Volume 54 752 19 % App. Total 6.5 91.2 2.3 PHF .900 .959 .679

1.3

184 212 215 214 825 .959

40.5

A1A Northbound

5.1

Crossroad Lakes Dr Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 3 1 2 6 54.5 .500

0 0 0 0 0 0 .000

0 2 2 1 5 45.5 .625

0 5 3 3 11

2 2 1 4 9 1.6 .563

129 129 144 134 536 92.9 .931

9 9 5 9 32 5.5 .889

140 140 150 147 577

4 5 6 8 23 38.3 .719

0 0 0 0 0 0 .000

10 8 9 10 37 61.7 .925

14 13 15 18 60

338 370 383 382 1473

.833

.961

.550

265

.962

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Ponte Vedra Blvd Westbound

A1A Southbound

: T20 A1A & Mickler Rd AM : : 12/8/2015 :1

A1A Northbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

3 9 17 22 51

8 23 12 21 64

0 0 0 6 6

0 0 0 0 0

11 32 29 49 121

1 1 2 2 6

1 0 3 3 7

0 0 0 0 0

2 1 5 5 13

0 0 0 0 0

19 23 28 38 108

3 4 8 7 22

0 0 0 0 0

22 27 36 45 130

3 0 2 9 14

1 2 5 7 15

11 15 28 32 86

0 0 0 0 0

15 17 35 48 115

50 77 105 147 379

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

17 53 49 53 172

29 41 34 47 151

2 5 3 4 14

0 0 0 0 0

48 99 86 104 337

3 3 3 6 15

5 14 5 6 30

0 2 0 0 2

0 0 0 0 0

8 19 8 12 47

1 2 4 3 10

40 50 75 42 207

16 14 13 19 62

0 0 0 0 0

57 66 92 64 279

3 6 5 13 27

4 6 6 9 25

50 87 102 114 353

0 0 0 0 0

57 99 113 136 405

170 283 299 316 1068

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

96 119 106 77 398

29 34 60 36 159

6 6 3 2 17

0 0 0 0 0

131 159 169 115 574

1 2 2 7 12

13 15 13 14 55

1 2 1 3 7

0 0 0 0 0

15 19 16 24 74

5 10 1 9 25

53 71 49 57 230

18 22 10 18 68

0 0 0 0 0

76 103 60 84 323

8 13 13 18 52

13 16 22 10 61

122 139 105 89 455

0 0 0 0 0

143 168 140 117 568

365 449 385 340 1539

Grand Total Apprch % Total %

621 60.2 20.8

374 36.2 12.5

37 3.6 1.2

0 0 0

1032

33 24.6 1.1

92 68.7 3.1

9 6.7 0.3

0 0 0

134

35 4.8 1.2

545 74.5 18.3

152 20.8 5.1

0 0 0

732

93 8.5 3.1

101 9.3 3.4

894 82.2 29.9

0 0 0

1088

2986

34.6

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 96 29 6 08:15 AM 34 6 119 08:30 AM 106 3 60 08:45 AM 77 36 2 Total Volume 398 159 17 % App. Total 69.3 27.7 3 PHF .836 .663 .708

4.5

131 159 169 115 574 .849

24.5

A1A Northbound

36.4

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 2 2 7 12 16.2 .429

13 15 13 14 55 74.3 .917

1 2 1 3 7 9.5 .583

15 19 16 24 74

5 10 1 9 25 7.7 .625

53 71 49 57 230 71.2 .810

18 22 10 18 68 21.1 .773

76 103 60 84 323

8 13 13 18 52 9.2 .722

13 16 22 10 61 10.7 .693

122 139 105 89 455 80.1 .818

143 168 140 117 568

365 449 385 340 1539

.845

.857

.771

266

.784

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T20 A1A & Mickler Rd AM : : 12/8/2015 :1

Groups Printed- Truck Ponte Vedra Blvd A1A Westbound Northbound

A1A Southbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 1 2

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

1 3 0 0 4

0 0 1 0 1

0 0 0 0 0

1 3 1 0 5

0 0 0 0 0

1 0 3 1 5

0 0 0 0 0

1 0 3 1 5

2 3 5 2 12

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

4 1 0 0 5

1 1 0 2 4

1 0 0 2 3

0 0 0 0 0

6 2 0 4 12

1 0 0 0 1

0 0 1 0 1

0 1 0 0 1

0 0 0 0 0

1 1 1 0 3

1 0 0 0 1

0 1 1 3 5

1 0 3 0 4

0 0 0 0 0

2 1 4 3 10

1 1 1 0 3

0 0 0 0 0

1 3 3 6 13

0 0 0 0 0

2 4 4 6 16

11 8 9 13 41

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 5 0 6 11

1 1 2 2 6

0 0 0 0 0

1 6 2 8 17

0 0 0 0 0

0 0 5 1 6

0 0 0 0 0

0 0 5 1 6

0 0 0 0 0

2 2 1 2 7

0 1 2 1 4

0 0 0 0 0

2 3 3 3 11

0 0 2 1 3

5 0 2 0 7

3 3 1 4 11

0 0 0 0 0

8 3 5 5 21

11 12 15 17 55

Grand Total Apprch % Total %

18 58.1 16.7

10 32.3 9.3

3 9.7 2.8

0 0 0

1 11.1 0.9

7 77.8 6.5

1 11.1 0.9

0 0 0

1 3.8 0.9

16 61.5 14.8

9 34.6 8.3

0 0 0

6 14.3 5.6

7 16.7 6.5

29 69 26.9

0 0 0

108

28.7

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 1 0 08:15 AM 5 1 0 08:30 AM 0 0 2 08:45 AM 2 0 6 Total Volume 11 6 0 % App. Total 64.7 35.3 0 PHF .458 .750 .000

8.3

1 6 2 8 17 .531

24.1

A1A Northbound

38.9

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 5 1 6 100 .300

0 0 0 0 0 0 .000

0 0 5 1 6

0 0 0 0 0 0 .000

2 2 1 2 7 63.6 .875

0 1 2 1 4 36.4 .500

2 3 3 3 11

0 0 2 1 3 14.3 .375

5 0 2 0 7 33.3 .350

3 3 1 4 11 52.4 .688

8 3 5 5 21

11 12 15 17 55

.656

.809

.300

267

.917

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T20 A1A & Mickler Rd AM : : 12/8/2015 :1

Groups Printed- Combined Ponte Vedra Blvd A1A Westbound Northbound

A1A Southbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

3 9 18 23 53

8 23 12 21 64

0 0 0 6 6

0 0 0 0 0

11 32 30 50 123

1 1 2 2 6

1 0 3 3 7

0 0 0 0 0

2 1 5 5 13

0 0 0 0 0

20 26 28 38 112

3 4 9 7 23

0 0 0 0 0

23 30 37 45 135

3 0 2 9 14

1 2 5 7 15

12 15 31 33 91

0 0 0 0 0

16 17 38 49 120

52 80 110 149 391

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

21 54 49 53 177

30 42 34 49 155

3 5 3 6 17

0 0 0 0 0

54 101 86 108 349

4 3 3 6 16

5 14 6 6 31

0 3 0 0 3

0 0 0 0 0

9 20 9 12 50

2 2 4 3 11

40 51 76 45 212

17 14 16 19 66

0 0 0 0 0

59 67 96 67 289

4 7 6 13 30

4 6 6 9 25

51 90 105 120 366

0 0 0 0 0

59 103 117 142 421

181 291 308 329 1109

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

96 124 106 83 409

30 35 62 38 165

6 6 3 2 17

0 0 0 0 0

132 165 171 123 591

1 2 2 7 12

13 15 18 15 61

1 2 1 3 7

0 0 0 0 0

15 19 21 25 80

5 10 1 9 25

55 73 50 59 237

18 23 12 19 72

0 0 0 0 0

78 106 63 87 334

8 13 15 19 55

18 16 24 10 68

125 142 106 93 466

0 0 0 0 0

151 171 145 122 589

376 461 400 357 1594

Grand Total Apprch % Total %

639 60.1 20.7

384 36.1 12.4

40 3.8 1.3

0 0 0

1063

34 23.8 1.1

99 69.2 3.2

10 7 0.3

0 0 0

143

36 4.7 1.2

561 74 18.1

161 21.2 5.2

0 0 0

758

99 8.8 3.2

108 9.6 3.5

923 81.7 29.8

0 0 0

1130

3094

34.4

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 96 30 6 08:15 AM 35 6 124 08:30 AM 106 3 62 08:45 AM 83 38 2 Total Volume 409 165 17 % App. Total 69.2 27.9 2.9 PHF .825 .665 .708

4.6

132 165 171 123 591 .864

24.5

A1A Northbound

36.5

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 2 2 7 12 15 .429

13 15 18 15 61 76.2 .847

1 2 1 3 7 8.8 .583

15 19 21 25 80

5 10 1 9 25 7.5 .625

55 73 50 59 237 71 .812

18 23 12 19 72 21.6 .783

78 106 63 87 334

8 13 15 19 55 9.3 .724

18 16 24 10 68 11.5 .708

125 142 106 93 466 79.1 .820

151 171 145 122 589

376 461 400 357 1594

.861

.864

.800

268

.788

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No Groups Printed- Car Ponte Vedra Blvd Westbound

A1A Southbound

: T20 A1A & Mickler Rd PM : : 12/8/2015 :1

A1A Northbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

73 60 75 94 302

75 68 52 69 264

3 5 4 10 22

0 0 0 0 0

151 133 131 173 588

4 6 8 9 27

11 10 13 9 43

1 6 4 5 16

0 0 0 0 0

16 22 25 23 86

1 4 1 3 9

52 50 50 54 206

10 10 9 10 39

0 0 0 0 0

63 64 60 67 254

16 17 11 5 49

13 10 8 14 45

99 69 62 77 307

0 0 0 0 0

128 96 81 96 401

358 315 297 359 1329

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

99 111 119 84 413

97 83 69 73 322

8 3 8 4 23

0 0 0 0 0

204 197 196 161 758

11 4 5 6 26

10 17 16 19 62

3 6 4 1 14

0 0 0 0 0

24 27 25 26 102

2 4 0 2 8

48 47 55 43 193

11 9 9 11 40

0 0 0 0 0

61 60 64 56 241

16 7 9 12 44

7 10 4 3 24

73 91 89 81 334

0 0 0 0 0

96 108 102 96 402

385 392 387 339 1503

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

78 49 39 39 205

52 52 36 40 180

6 1 3 2 12

0 0 0 0 0

136 102 78 81 397

2 3 1 4 10

6 8 8 1 23

0 0 2 1 3

0 0 0 0 0

8 11 11 6 36

0 0 1 1 2

38 38 19 21 116

5 4 11 1 21

0 0 0 0 0

43 42 31 23 139

9 14 7 10 40

6 4 6 3 19

54 54 41 42 191

0 0 0 0 0

69 72 54 55 250

256 227 174 165 822

Grand Total Apprch % Total %

920 52.8 25.2

766 43.9 21

57 3.3 1.6

0 0 0

1743

63 28.1 1.7

128 57.1 3.5

33 14.7 0.9

0 0 0

224

19 3 0.5

515 81.2 14.1

100 15.8 2.7

0 0 0

634

133 12.6 3.6

88 8.4 2.4

832 79 22.8

0 0 0

1053

3654

47.7

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 94 69 10 05:00 PM 99 8 97 05:15 PM 111 83 3 05:30 PM 69 8 119 Total Volume 423 318 29 % App. Total 54.9 41.3 3.8 PHF .889 .820 .725

6.1

173 204 197 196 770 .944

17.4

A1A Northbound

28.8

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

9 11 4 5 29 29.3 .659

9 10 17 16 52 52.5 .765

5 3 6 4 18 18.2 .750

23 24 27 25 99

3 2 4 0 9 3.6 .563

54 48 47 55 204 81 .927

10 11 9 9 39 15.5 .886

67 61 60 64 252

5 16 7 9 37 9.2 .578

14 7 10 4 35 8.7 .625

77 73 91 89 330 82.1 .907

96 96 108 102 402

359 385 392 387 1523

.931

.971

.917

269

.940

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T20 A1A & Mickler Rd PM : : 12/8/2015 :1

Groups Printed- Truck Ponte Vedra Blvd A1A Westbound Northbound

A1A Southbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

2 5 3 2 12

1 1 4 1 7

0 1 1 0 2

0 0 0 0 0

3 7 8 3 21

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 2 0 0 2

0 1 0 0 1

1 1 0 1 3

1 2 0 0 3

0 0 0 0 0

2 4 0 1 7

3 1 0 0 4

1 3 0 0 4

12 3 0 1 16

0 0 0 0 0

16 7 0 1 24

21 20 8 5 54

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

4 2 0 1 7

0 2 0 2 4

0 0 1 0 1

0 0 0 0 0

4 4 1 3 12

0 0 0 0 0

2 0 2 0 4

0 0 0 0 0

2 0 2 0 4

0 0 0 0 0

1 0 1 1 3

1 1 0 0 2

0 0 0 0 0

2 1 1 1 5

0 0 0 0 0

0 1 0 1 2

0 0 0 0 0

0 1 0 1 2

8 6 4 5 23

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

3 0 1 0 4

Grand Total Apprch % Total %

21 60 25.9

11 31.4 13.6

3 8.6 3.7

0 0 0

6 85.7 7.4

1 14.3 1.2

0 0 0

1 8.3 1.2

6 50 7.4

5 41.7 6.2

0 0 0

5 18.5 6.2

4 14.8 4.9

18 66.7 22.2

0 0 0

43.2

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 1 0 04:15 PM 1 5 1 04:30 PM 3 1 4 04:45 PM 2 1 0 Total Volume 12 7 2 % App. Total 57.1 33.3 9.5 PHF .600 .438 .500

8.6

3 7 8 3 21 .656

14.8

A1A Northbound

33.3

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 1 0 0 1 50 .250

0 2 0 0 2

0 1 0 0 1 14.3 .250

1 1 0 1 3 42.9 .750

1 2 0 0 3 42.9 .375

2 4 0 1 7

3 1 0 0 4 16.7 .333

1 3 0 0 4 16.7 .333

12 3 0 1 16 66.7 .333

16 7 0 1 24

21 20 8 5 54

.375

.643

.250

270

.438

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: T20 A1A & Mickler Rd PM : : 12/8/2015 :1

Groups Printed- Combined Ponte Vedra Blvd A1A Westbound Northbound

A1A Southbound

Mickler Red Eastbound

Start Time

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Right

Thru

Left

Peds

App. Total

Int. Total

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

75 65 78 96 314

76 69 56 70 271

3 6 5 10 24

0 0 0 0 0

154 140 139 176 609

4 6 8 9 27

11 11 13 9 44

1 7 4 5 17

0 0 0 0 0

16 24 25 23 88

1 5 1 3 10

53 51 50 55 209

11 12 9 10 42

0 0 0 0 0

65 68 60 68 261

19 18 11 5 53

14 13 8 14 49

111 72 62 78 323

0 0 0 0 0

144 103 81 97 425

379 335 305 364 1383

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

103 113 119 85 420

97 85 69 75 326

8 3 9 4 24

0 0 0 0 0

208 201 197 164 770

11 4 5 6 26

12 17 18 19 66

3 6 4 1 14

0 0 0 0 0

26 27 27 26 106

2 4 0 2 8

49 47 56 44 196

12 10 9 11 42

0 0 0 0 0

63 61 65 57 246

16 7 9 12 44

7 10 4 3 24

73 92 89 82 336

0 0 0 0 0

96 109 102 97 404

393 398 391 344 1526

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

79 49 40 39 207

52 52 36 40 180

6 1 3 2 12

0 0 0 0 0

137 102 79 81 399

2 3 1 4 10

7 8 8 1 24

0 0 2 1 3

0 0 0 0 0

9 11 11 6 37

0 0 1 1 2

38 38 19 21 116

5 4 11 1 21

0 0 0 0 0

43 42 31 23 139

10 14 7 10 41

6 4 6 3 19

54 54 41 42 191

0 0 0 0 0

70 72 54 55 251

259 227 175 165 826

Grand Total Apprch % Total %

941 52.9 25.2

777 43.7 20.8

60 3.4 1.6

0 0 0

1778

63 27.3 1.7

134 58 3.6

34 14.7 0.9

0 0 0

231

20 3.1 0.5

521 80.7 13.9

105 16.3 2.8

0 0 0

646

138 12.8 3.7

92 8.5 2.5

850 78.7 22.8

0 0 0

1080

3735

47.6

A1A Southbound

Ponte Vedra Blvd Westbound

Start Time Right Thru Left App. Total Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 96 70 10 05:00 PM 103 8 97 05:15 PM 113 85 3 05:30 PM 69 9 119 Total Volume 431 321 30 % App. Total 55.1 41 3.8 PHF .905 .827 .750

6.2

176 208 201 197 782 .940

17.3

A1A Northbound

28.9

Mickler Red Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

9 11 4 5 29 28.2 .659

9 12 17 18 56 54.4 .778

5 3 6 4 18 17.5 .750

23 26 27 27 103

3 2 4 0 9 3.5 .563

55 49 47 56 207 80.5 .924

10 12 10 9 41 16 .854

68 63 61 65 257

5 16 7 9 37 9.2 .578

14 7 10 4 35 8.7 .625

78 73 92 89 332 82.2 .902

97 96 109 102 404

364 393 398 391 1546

.927

.971

.954

271

.945

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe AM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 0 2 1 1 4

Thru 5 4 8 19 36

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 9 12 15 28 64

Left 0 0 0 1 1

Peds 0 0 0 2 2

Thru 0 0 0 0 0

Left 0 2 4 2 8

Peds 1 0 0 0 1

Int. Total

9 12 15 31 67

Right 0 0 2 0 2

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

5 6 9 20 40

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 2 6 2 11

15 20 30 53 118

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 0 1 2 6

27 52 61 53 193

0 0 0 0 0

30 52 62 55 199

0 0 0 0 0

35 51 76 79 241

0 0 3 2 5

0 0 0 0 0

35 51 79 81 246

2 4 1 3 10

0 0 0 0 0

6 2 7 5 20

0 0 0 0 0

8 6 8 8 30

73 109 149 144 475

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

2 1 1 3 7

59 70 65 53 247

0 0 0 0 0

61 71 66 56 254

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 1 0 1

84 80 74 66 304

5 1 2 2 10

0 0 0 0 0

89 81 77 68 315

9 2 1 2 14

0 0 0 0 0

2 6 6 2 16

0 0 0 0 0

11 8 7 4 30

162 160 150 128 600

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

5 3 3 4 15

44 37 30 45 156

0 1 1 1 3

0 0 0 0 0

49 41 34 50 174

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

50 53 46 35 184

0 4 1 2 7

0 0 0 0 0

50 58 47 37 192

0 1 1 0 2

0 0 0 0 0

6 1 4 2 13

0 0 0 0 0

6 2 5 2 15

105 102 86 89 382

Grand Total Apprch % Total %

32 4.8 2

632 94.8 40.1

3 0.4 0.2

0 0 0

667

1 50 0.1

0 0 0

1 50 0.1

0 0 0

2 0.2 0.1

793 96.7 50.3

23 2.8 1.5

2 0.2 0.1

820

28 32.6 1.8

0 0 0

57 66.3 3.6

1 1.2 0.1

1575

42.3

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 53 0 55 07:45 AM 2 08:00 AM 2 59 0 61 08:15 AM 1 0 70 71 08:30 AM 1 65 0 66 Total Volume 6 247 0 253 % App. Total 2.4 97.6 0 PHF .750 .882 .000 .891

0.1

Driveway Westbound

52.1

N. Roscoe Blvd. Northbound

5.5

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 1 0 0 1 100 .250

0 1 0 0 1

0 0 0 1 1 0.3 .250

79 84 80 74 317 96.6 .943

2 5 1 2 10 3 .500

81 89 81 77 328

3 9 2 1 15 44.1 .417

0 0 0 0 0 0 .000

5 2 6 6 19 55.9 .792

8 11 8 7 34

144 162 160 150 616

.773

.951

.250

272

.921

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe AM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 0 0 0 0 0

Thru 0 1 0 2 3

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 2 0 2 2 6

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Int. Total

2 0 2 2 6

Right 0 0 0 0 0

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

0 1 0 2 3

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 0 0 0

2 1 2 4 9

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 0 0 0 0

1 5 1 1 8

0 0 0 0 0

1 5 1 1 8

0 0 0 0 0

1 1 3 8 13

0 0 0 1 1

0 0 0 0 0

1 1 3 9 14

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

2 6 4 11 23

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

1 1 1 3 6

0 0 0 0 0

1 1 1 3 6

0 0 0 0 0

3 4 2 1 10

0 0 0 0 0

3 4 2 1 10

0 0 0 0 0

4 5 3 4 16

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

0 0 0 0 0

2 2 5 0 9

0 0 0 0 0

2 2 5 0 9

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 2 2 5 10

0 0 0 0 0

1 2 2 5 10

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

4 4 8 5 21

Grand Total Apprch % Total %

0 0 0

26 100 37.7

0 0 0

1 100 1.4

0 0 0

39 97.5 56.5

1 2.5 1.4

0 0 0

2 100 2.9

0 0 0

37.7

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 0 0 07:15 AM 5 5 07:30 AM 0 1 0 1 07:45 AM 0 1 0 1 08:00 AM 0 1 0 1 Total Volume 0 8 0 8 % App. Total 0 100 0 PHF .000 .400 .000 .400

1.4

Driveway Westbound

N. Roscoe Blvd. Northbound

2.9

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

1 3 8 3 15 93.8 .469

0 0 1 0 1 6.2 .250

1 3 9 3 16

0 0 1 0 1 100 .250

0 0 0 0 0 0 .000

0 0 1 0 1

6 4 11 4 25

.250

.568

.000

273

.444

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe AM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 0 2 1 1 4

Thru 5 5 8 21 39

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 11 12 17 30 70

Left 0 0 0 1 1

Peds 0 0 0 2 2

Thru 0 0 0 0 0

Left 0 2 4 2 8

Peds 1 0 0 0 1

Int. Total

11 12 17 33 73

Right 0 0 2 0 2

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

5 7 9 22 43

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

1 2 6 2 11

17 21 32 57 127

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 0 1 2 6

28 57 62 54 201

0 0 0 0 0

31 57 63 56 207

0 0 0 0 0

36 52 79 87 254

0 0 3 3 6

0 0 0 0 0

36 52 82 90 260

2 4 1 4 11

0 0 0 0 0

6 2 7 5 20

0 0 0 0 0

8 6 8 9 31

75 115 153 155 498

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

2 1 1 3 7

60 71 66 56 253

0 0 0 0 0

62 72 67 59 260

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 1 0 1

87 84 76 67 314

5 1 2 2 10

0 0 0 0 0

92 85 79 69 325

9 2 1 2 14

0 0 0 0 0

2 6 6 2 16

0 0 0 0 0

11 8 7 4 30

166 165 153 132 616

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

5 3 3 4 15

46 39 35 45 165

0 1 1 1 3

0 0 0 0 0

51 43 39 50 183

1 1 0 0 2

0 0 0 0 0

1 1 0 0 2

0 1 0 0 1

51 55 48 40 194

0 4 1 2 7

0 0 0 0 0

51 60 49 42 202

0 1 2 0 3

0 0 0 0 0

6 1 4 2 13

0 0 0 0 0

6 2 6 2 16

109 106 94 94 403

Grand Total Apprch % Total %

32 4.6 1.9

658 94.9 40

3 0.4 0.2

0 0 0

693

2 66.7 0.1

0 0 0

1 33.3 0.1

0 0 0

2 0.2 0.1

832 96.7 50.6

24 2.8 1.5

2 0.2 0.1

860

30 34.1 1.8

0 0 0

57 64.8 3.5

1 1.1 0.1

1644

42.2

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 1 62 0 63 07:30 AM 07:45 AM 54 0 56 2 08:00 AM 2 60 0 62 08:15 AM 1 0 71 72 Total Volume 6 247 0 253 % App. Total 2.4 97.6 0 PHF .750 .870 .000 .878

0.2

Driveway Westbound

52.3

N. Roscoe Blvd. Northbound

5.4

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 1 0 1 100 .250

0 0 1 0 1

0 0 0 0 0 0 .000

79 87 87 84 337 96.6 .968

3 3 5 1 12 3.4 .600

82 90 92 85 349

1 4 9 2 16 44.4 .444

0 0 0 0 0 0 .000

7 5 2 6 20 55.6 .714

8 9 11 8 36

153 155 166 165 639

.818

.962

.250

274

.948

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe PM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 2 5 0 2 9

Thru 53 41 59 61 214

Left 0 1 0 1 2

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 45 60 62 50 217

Left 2 1 3 1 7

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 1 2 3 2 8

Peds 0 0 0 0 0

Int. Total

47 62 65 51 225

Right 0 0 2 0 2

App. Total

0 0 1 0 1

Right 0 1 0 0 1

App. Total

55 47 59 64 225

Right 0 0 1 0 1

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

1 2 5 2 10

103 111 130 117 461

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

4 5 2 9 20

59 50 61 78 248

0 0 0 0 0

63 55 63 87 268

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

82 72 63 50 267

3 0 1 2 6

0 0 0 0 0

85 72 64 52 273

1 0 1 2 4

0 0 0 0 0

5 3 2 4 14

0 0 0 0 0

6 3 3 6 18

154 130 130 147 561

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

6 6 5 3 20

74 87 106 120 387

1 0 2 0 3

0 0 0 0 0

81 93 113 123 410

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 2 0 0 2

0 0 0 0 0

41 63 53 46 203

1 2 2 1 6

0 0 0 0 0

42 65 55 47 209

4 5 1 2 12

0 0 0 0 0

3 7 3 3 16

0 0 0 0 0

7 12 4 5 28

130 172 172 175 649

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

5 3 3 2 13

87 65 60 22 234

0 0 2 0 2

0 0 0 0 0

92 68 65 24 249

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

1 0 0 1 2

54 37 29 47 167

3 0 1 1 5

0 0 0 0 0

58 37 30 49 174

5 1 0 1 7

0 0 0 0 0

3 6 1 1 11

0 0 0 0 0

8 7 1 2 18

158 112 96 76 442

Grand Total Apprch % Total %

62 5.4 2.9

1083 94 51.3

7 0.6 0.3

0 0 0

1152

5 83.3 0.2

0 0 0

1 16.7 0

0 0 0

3 0.3 0.1

854 96.9 40.4

24 2.7 1.1

0 0 0

881

25 33.8 1.2

0 0 0

49 66.2 2.3

0 0 0

2113

54.5

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 87 0 93 05:15 PM 6 05:30 PM 5 106 113 2 05:45 PM 3 0 120 123 06:00 PM 5 87 0 92 Total Volume 19 400 2 421 % App. Total 4.5 95 0.5 PHF .792 .833 .250 .856

0.3

Driveway Westbound

41.7

N. Roscoe Blvd. Northbound

3.5

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 0 0 0 1 50 .250

0 0 0 0 0 0 .000

1 0 0 0 1 50 .250

2 0 0 0 2

0 0 0 1 1 0.4 .250

63 53 46 54 216 96 .857

2 2 1 3 8 3.6 .667

65 55 47 58 225

5 1 2 5 13 44.8 .650

0 0 0 0 0 0 .000

7 3 3 3 16 55.2 .571

12 4 5 8 29

172 172 175 158 677

.604

.967

.250

275

.865

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe PM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 0 0 0 0 0

Thru 0 4 3 3 10

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 1 1 0 1 3

Left 0 1 0 0 1

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Int. Total

1 2 0 1 4

Right 0 1 0 0 1

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

0 4 3 3 10

Right 0 0 0 0 0

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

0 1 0 0 1

1 7 3 4 15

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 0 0

3 3 5 1 12

0 0 0 0 0

3 3 5 1 12

0 0 0 0 0

2 5 0 0 7

0 0 0 0 0

2 5 0 0 7

0 0 0 0 0

5 8 5 1 19

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

2 1 2 2 7

0 0 0 0 0

2 1 2 2 7

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

2 0 2 0 4

0 0 0 0 0

2 0 2 0 4

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

5 2 4 2 13

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

1 1 1 0 3

0 0 0 0 0

1 1 1 0 3

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

1 1 1 1 4

Grand Total Apprch % Total %

0 0 0

32 100 62.7

0 0 0

1 100 2

0 0 0

15 93.8 29.4

1 6.2 2

0 0 0

2 100 3.9

0 0 0

62.7

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM 0 3 0 3 03:45 PM 04:00 PM 0 3 0 3 04:15 PM 0 3 0 3 04:30 PM 0 0 5 5 Total Volume 0 14 0 14 % App. Total 0 100 0 PHF .000 .700 .000 .700

Driveway Westbound

31.4

N. Roscoe Blvd. Northbound

3.9

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

1 2 5 0 8 100 .400

0 0 0 0 0 0 .000

1 2 5 0 8

0 0 0 0 0 0 .000

0 0 0 0 0

4 5 8 5 22

.000

.688

.000

276

.400

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Driveway N. Roscoe Blvd. Westbound Northbound

Solana Rd. Southbound

Start Time

: 1-N Roscoe_Solana and N Roscoe PM : : 8/23/2016 :1 N. Roscoe Blvd. Eastbound

Right 2 5 0 2 9

Thru 53 45 62 64 224

Left 0 1 0 1 2

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 46 61 62 51 220

Left 2 2 3 1 8

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 1 2 3 2 8

Peds 0 0 0 0 0

Int. Total

48 64 65 52 229

Right 0 1 2 0 3

App. Total

0 0 1 0 1

Right 0 1 0 0 1

App. Total

55 51 62 67 235

Right 0 0 1 0 1

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

1 3 5 2 11

104 118 133 121 476

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

4 5 2 9 20

62 53 66 79 260

0 0 0 0 0

66 58 68 88 280

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

0 0 0 0 0

84 77 63 50 274

3 0 1 2 6

0 0 0 0 0

87 77 64 52 280

1 0 1 2 4

0 0 0 0 0

5 3 2 4 14

0 0 0 0 0

6 3 3 6 18

159 138 135 148 580

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

6 6 5 3 20

76 88 108 122 394

1 0 2 0 3

0 0 0 0 0

83 94 115 125 417

0 1 0 0 1

1 0 0 0 1

0 1 0 0 1

0 0 0 0 0

1 2 0 0 3

0 0 0 0 0

43 63 55 46 207

1 2 2 1 6

0 0 0 0 0

44 65 57 47 213

4 6 1 2 13

0 0 0 0 0

3 7 3 3 16

0 0 0 0 0

7 13 4 5 29

135 174 176 177 662

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

5 3 3 2 13

88 66 61 22 237

0 0 2 0 2

0 0 0 0 0

93 69 66 24 252

0 0 0 1 1

0 0 0 0 0

0 0 0 1 1

1 0 0 1 2

54 37 29 48 168

3 0 1 1 5

0 0 0 0 0

58 37 30 50 175

5 1 0 1 7

0 0 0 0 0

3 6 1 1 11

0 0 0 0 0

8 7 1 2 18

159 113 97 77 446

Grand Total Apprch % Total %

62 5.2 2.9

1115 94.2 51.5

7 0.6 0.3

0 0 0

1184

5 71.4 0.2

1 14.3 0

0 0 0

3 0.3 0.1

869 96.9 40.2

25 2.8 1.2

0 0 0

897

27 35.5 1.2

0 0 0

49 64.5 2.3

0 0 0

2164

54.7

Solana Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 88 0 94 05:15 PM 6 05:30 PM 5 108 115 2 05:45 PM 3 0 122 125 06:00 PM 5 88 0 93 Total Volume 19 406 2 427 % App. Total 4.4 95.1 0.5 PHF .792 .832 .250 .854

0.3

Driveway Westbound

41.5

N. Roscoe Blvd. Northbound

3.5

N. Roscoe Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 0 0 0 1 50 .250

0 0 0 0 0 0 .000

1 0 0 0 1 50 .250

2 0 0 0 2

0 0 0 1 1 0.4 .250

63 55 46 54 218 96 .865

2 2 1 3 8 3.5 .667

65 57 47 58 227

6 1 2 5 14 46.7 .583

0 0 0 0 0 0 .000

7 3 3 3 16 53.3 .571

13 4 5 8 30

174 176 177 159 686

.577

.969

.250

277

.873

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. AM : : 8/16/2016 :1

Groups Printed- Car Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Thru 24 45 45 75 189

Left 0 1 2 0 3

Peds 0 0 0 0 0

App. Total 24 46 47 75 192

Right 0 0 3 1 4

Left 6 6 11 6 29

Peds 5 0 4 3 12

App. Total 11 6 18 10 45

Right 2 6 12 13 33

Thru 38 66 61 86 251

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 40 72 73 99 284

Int. Total 75 124 138 184 521

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

100 118 141 121 480

1 12 4 10 27

0 0 0 0 0

101 130 145 131 507

2 5 6 5 18

14 22 25 42 103

2 2 2 1 7

18 29 33 48 128

34 58 59 51 202

132 156 203 249 740

0 0 0 0 0

166 214 262 300 942

285 373 440 479 1577

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

200 278 274 287 1039

17 5 7 5 34

0 0 0 0 0

217 283 281 292 1073

2 2 2 4 10

22 51 55 43 171

1 0 1 2 4

25 53 58 49 185

109 55 48 43 255

242 222 227 217 908

0 0 0 0 0

351 277 275 260 1163

593 613 614 601 2421

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

148 95 106 81 430

6 1 3 5 15

0 0 0 0 0

154 96 109 86 445

0 1 5 5 11

33 25 20 19 97

1 0 0 2 3

34 26 25 26 111

40 30 27 18 115

203 180 145 137 665

0 0 0 0 0

243 210 172 155 780

431 332 306 267 1336

Grand Total Apprch % Total %

2138 96.4 36.5

79 3.6 1.3

0 0 0

2217

43 9.2 0.7

400 85.3 6.8

26 5.5 0.4

469

605 19.1 10.3

2564 80.9 43.8

0 0 0

3169

5855

37.9

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 200 17 08:15 AM 278 5 08:30 AM 274 7 5 08:45 AM 287 Total Volume 1039 34 % App. Total 96.8 3.2 PHF .905 .500

Roscoe Rd. Westbound

54.1

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

217 283 281 292 1073

2 2 2 4 10 5.5 .625

22 51 55 43 171 94.5 .777

24 53 57 47 181

109 55 48 43 255 21.9 .585

242 222 227 217 908 78.1 .938

0 0 0 0 0 0 .000

351 277 275 260 1163

592 613 613 599 2417

.828

.986

.919

278

.794

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. AM : : 8/16/2016 :1

Groups Printed- Truck Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Thru 0 2 1 0 3

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 0 2 1 0 3

Right 0 0 0 1 1

Left 0 0 0 1 1

Peds 0 0 0 0 0

App. Total 0 0 0 2 2

Right 0 0 3 0 3

Thru 1 6 12 7 26

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 1 6 15 7 29

Int. Total 1 8 16 9 34

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

5 3 12 2 22

1 0 0 0 1

0 0 0 0 0

6 3 12 2 23

0 0 1 0 1

1 0 1 1 3

0 0 0 0 0

1 0 2 1 4

0 7 3 1 11

5 7 4 5 21

0 0 0 0 0

5 14 7 6 32

12 17 21 9 59

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

2 6 1 6 15

1 1 1 0 3

0 0 0 0 0

3 7 2 6 18

0 0 0 0 0

0 0 3 0 3

0 0 0 0 0

0 0 3 0 3

2 1 1 1 5

9 2 4 5 20

0 0 0 0 0

11 3 5 6 25

14 10 10 12 46

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

16 4 6 7 33

0 0 0 1 1

0 0 0 0 0

16 4 6 8 34

1 1 0 0 2

3 1 0 0 4

0 0 0 0 0

4 2 0 0 6

3 2 2 2 9

6 9 9 6 30

0 0 0 0 0

9 11 11 8 39

29 17 17 16 79

Grand Total Apprch % Total %

73 93.6 33.5

5 6.4 2.3

0 0 0

4 26.7 1.8

11 73.3 5

0 0 0

97 77.6 44.5

0 0 0

218

6.9

28 22.4 12.8

125

35.8

57.3

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 0 09:00 AM 16 09:15 AM 4 0 09:30 AM 6 0 7 09:45 AM 1 Total Volume 33 1 % App. Total 97.1 2.9 PHF .516 .250

Roscoe Rd. Westbound

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

16 4 6 8 34

1 1 0 0 2 33.3 .500

3 1 0 0 4 66.7 .333

4 2 0 0 6

3 2 2 2 9 23.1 .750

6 9 9 6 30 76.9 .833

0 0 0 0 0 0 .000

9 11 11 8 39

29 17 17 16 79

.886

.681

.531

279

.375

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. AM : : 8/16/2016 :1

Groups Printed- Combined Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Thru 24 47 46 75 192

Left 0 1 2 0 3

Peds 0 0 0 0 0

App. Total 24 48 48 75 195

Right 0 0 3 2 5

Left 6 6 11 7 30

Peds 5 0 4 3 12

App. Total 11 6 18 12 47

Right 2 6 15 13 36

Thru 39 72 73 93 277

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 41 78 88 106 313

Int. Total 76 132 154 193 555

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

105 121 153 123 502

2 12 4 10 28

0 0 0 0 0

107 133 157 133 530

2 5 7 5 19

15 22 26 43 106

2 2 2 1 7

19 29 35 49 132

34 65 62 52 213

137 163 207 254 761

0 0 0 0 0

171 228 269 306 974

297 390 461 488 1636

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

202 284 275 293 1054

18 6 8 5 37

0 0 0 0 0

220 290 283 298 1091

2 2 2 4 10

22 51 58 43 174

1 0 1 2 4

25 53 61 49 188

111 56 49 44 260

251 224 231 222 928

0 0 0 0 0

362 280 280 266 1188

607 623 624 613 2467

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

164 99 112 88 463

6 1 3 6 16

0 0 0 0 0

170 100 115 94 479

1 2 5 5 13

36 26 20 19 101

1 0 0 2 3

38 28 25 26 117

43 32 29 20 124

209 189 154 143 695

0 0 0 0 0

252 221 183 163 819

460 349 323 283 1415

Grand Total Apprch % Total %

2211 96.3 36.4

84 3.7 1.4

0 0 0

2295

47 9.7 0.8

411 84.9 6.8

26 5.4 0.4

484

633 19.2 10.4

2661 80.8 43.8

0 0 0

3294

6073

37.8

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 202 18 08:15 AM 284 6 08:30 AM 275 8 5 08:45 AM 293 Total Volume 1054 37 % App. Total 96.6 3.4 PHF .899 .514

Roscoe Rd. Westbound

54.2

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

220 290 283 298 1091

2 2 2 4 10 5.4 .625

22 51 58 43 174 94.6 .750

24 53 60 47 184

111 56 49 44 260 21.9 .586

251 224 231 222 928 78.1 .924

0 0 0 0 0 0 .000

362 280 280 266 1188

606 623 623 611 2463

.820

.988

.915

280

.767

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. PM : : 8/16/2016 :1

Groups Printed- Car Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Thru 183 195 217 172 767

Left 4 3 4 5 16

Peds 0 0 0 0 0

App. Total 187 198 221 177 783

Right 6 4 10 3 23

Left 32 45 48 35 160

Peds 0 1 1 1 3

App. Total 38 50 59 39 186

Right 37 24 31 55 147

Thru 159 105 105 201 570

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 196 129 136 256 717

Int. Total 421 377 416 472 1686

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

194 178 192 198 762

11 6 8 10 35

0 0 0 0 0

205 184 200 208 797

3 6 5 7 21

32 37 32 36 137

0 0 0 0 0

35 43 37 43 158

70 42 33 37 182

249 154 145 132 680

1 0 0 0 1

0 0 0 0 0

320 196 178 169 863

560 423 415 420 1818

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

251 265 231 246 993

7 6 9 7 29

0 0 0 0 0

258 271 240 253 1022

4 2 4 7 17

46 42 49 46 183

0 0 0 0 0

50 44 53 53 200

40 32 40 34 146

184 194 158 160 696

0 0 0 0 0

224 226 198 194 842

532 541 491 500 2064

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

211 197 156 158 722

7 9 7 5 28

0 0 0 0 0

218 206 163 163 750

7 8 10 6 31

46 29 16 17 108

0 6 2 0 8

53 43 28 23 147

30 45 46 27 148

140 155 168 121 584

0 0 0 0 0

170 200 214 148 732

441 449 405 334 1629

Grand Total Apprch % Total %

3244 96.8 45.1

108 3.2 1.5

0 0 0

3352

92 13.3 1.3

588 85.1 8.2

11 1.6 0.2

691

623 19.8 8.7

2530 80.2 35.2

1 0 0

0 0 0

3154

7197

46.6

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 251 7 05:15 PM 6 265 05:30 PM 231 9 246 7 05:45 PM Total Volume 993 29 % App. Total 97.2 2.8 PHF .937 .806

9.6

Roscoe Rd. Westbound

43.8

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

258 271 240 253 1022

4 2 4 7 17 8.5 .607

46 42 49 46 183 91.5 .934

50 44 53 53 200

40 32 40 34 146 17.3 .913

184 194 158 160 696 82.7 .897

0 0 0 0 0 0 .000

224 226 198 194 842

532 541 491 500 2064

.931

.954

.943

281

.943

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. PM : : 8/16/2016 :1

Groups Printed- Truck Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Thru 9 7 9 9 34

Left 0 0 1 0 1

Peds 0 0 0 0 0

App. Total 9 7 10 9 35

Right 0 0 0 0 0

Left 1 1 3 1 6

Peds 0 0 0 0 0

App. Total 1 1 3 1 6

Right 0 1 1 0 2

Thru 2 3 1 3 9

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 2 4 2 3 11

Int. Total 12 12 15 13 52

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

6 3 6 11 26

0 0 0 0 0

6 3 6 11 26

0 0 0 1 1

2 2 1 2 7

0 0 0 0 0

2 2 1 3 8

3 3 1 1 8

8 9 6 2 25

0 0 0 0 0

11 12 7 3 33

19 17 14 17 67

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

2 5 7 1 15

0 0 0 0 0

2 5 7 1 15

0 1 0 0 1

3 3 2 0 8

0 0 0 0 0

3 4 2 0 9

0 1 0 0 1

0 2 2 1 5

0 0 0 0 0

0 3 2 1 6

5 12 11 2 30

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

5 2 1 2 10

0 0 0 0 0

5 2 1 2 10

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

5 3 1 2 11

Grand Total Apprch % Total %

85 98.8 53.1

1 1.2 0.6

0 0 0

2 8.7 1.2

21 91.3 13.1

0 0 0

39 76.5 24.4

0 0 0

160

14.4

12 23.5 7.5

53.8

31.9

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 0 04:15 PM 3 0 04:30 PM 6 0 0 04:45 PM 11 Total Volume 26 0 % App. Total 100 0 PHF .591 .000

Roscoe Rd. Westbound

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

6 3 6 11 26

0 0 0 1 1 12.5 .250

2 2 1 2 7 87.5 .875

2 2 1 3 8

3 3 1 1 8 24.2 .667

8 9 6 2 25 75.8 .694

0 0 0 0 0 0 .000

11 12 7 3 33

19 17 14 17 67

.688

.882

.591

282

.667

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 2-Palm Valley Rd. and Roscoe Rd. PM : : 8/16/2016 :1

Groups Printed- Combined Roscoe Rd. Westbound

Palm Valley Rd. Southbound

Palm Valley Rd. Northbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Thru 192 202 226 181 801

Left 4 3 5 5 17

Peds 0 0 0 0 0

App. Total 196 205 231 186 818

Right 6 4 10 3 23

Left 33 46 51 36 166

Peds 0 1 1 1 3

App. Total 39 51 62 40 192

Right 37 25 32 55 149

Thru 161 108 106 204 579

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total 198 133 138 259 728

Int. Total 433 389 431 485 1738

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

200 181 198 209 788

11 6 8 10 35

0 0 0 0 0

211 187 206 219 823

3 6 5 8 22

34 39 33 38 144

0 0 0 0 0

37 45 38 46 166

73 45 34 38 190

257 163 151 134 705

1 0 0 0 1

0 0 0 0 0

331 208 185 172 896

579 440 429 437 1885

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

253 270 238 247 1008

7 6 9 7 29

0 0 0 0 0

260 276 247 254 1037

4 3 4 7 18

49 45 51 46 191

0 0 0 0 0

53 48 55 53 209

40 33 40 34 147

184 196 160 161 701

0 0 0 0 0

224 229 200 195 848

537 553 502 502 2094

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

216 199 157 160 732

7 9 7 5 28

0 0 0 0 0

223 208 164 165 760

7 8 10 6 31

46 29 16 17 108

0 6 2 0 8

53 43 28 23 147

30 46 46 27 149

140 155 168 121 584

0 0 0 0 0

170 201 214 148 733

446 452 406 336 1640

Grand Total Apprch % Total %

3329 96.8 45.2

109 3.2 1.5

0 0 0

3438

94 13.2 1.3

609 85.3 8.3

11 1.5 0.1

714

635 19.8 8.6

2569 80.2 34.9

1 0 0

0 0 0

3205

7357

46.7

Palm Valley Rd. Southbound Start Time Thru Left Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 253 7 05:15 PM 6 270 05:30 PM 238 9 247 7 05:45 PM Total Volume 1008 29 % App. Total 97.2 2.8 PHF .933 .806

9.7

Roscoe Rd. Westbound

43.6

Palm Valley Rd. Northbound

App. Total

Right

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

260 276 247 254 1037

4 3 4 7 18 8.6 .643

49 45 51 46 191 91.4 .936

53 48 55 53 209

40 33 40 34 147 17.3 .919

184 196 160 161 701 82.7 .894

0 0 0 0 0 0 .000

224 229 200 195 848

537 553 502 502 2094

.926

.947

.939

283

.950

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. AM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 1 1 0 4 6

Thru 12 40 27 46 125

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 34 54 51 71 210

Left 1 0 1 2 4

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 1 1 9 5 16

Peds 0 0 0 0 0

Int. Total

35 54 52 73 214

Right 1 4 0 5 10

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

13 41 27 50 131

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

2 5 9 10 26

50 100 88 133 371

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 5 8 11 27

70 101 58 87 316

0 2 0 1 3

0 0 0 0 0

73 108 66 99 346

0 0 0 1 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 1 2

0 0 0 0 0

72 103 175 175 525

3 4 12 10 29

0 0 0 0 0

75 107 187 185 554

2 10 7 2 21

0 0 0 0 0

9 8 21 23 61

0 0 0 0 0

11 18 28 25 82

159 234 281 310 984

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

5 7 12 17 41

91 115 116 113 435

0 0 0 0 0

96 122 128 130 476

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

157 148 159 125 589

10 17 11 8 46

0 0 0 0 0

167 165 170 133 635

14 7 8 13 42

0 0 0 0 0

18 14 12 8 52

0 0 0 0 0

32 21 20 21 94

295 309 318 284 1206

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

10 8 10 11 39

104 76 77 69 326

0 0 0 0 0

114 84 87 80 365

0 1 1 2 4

0 1 0 0 1

1 1 0 0 2

0 0 0 0 0

1 3 1 2 7

1 4 2 4 11

92 132 107 98 429

7 13 5 9 34

0 0 0 0 0

100 149 114 111 474

10 7 4 4 25

0 0 0 0 0

8 8 10 7 33

0 0 0 0 0

18 15 14 11 58

233 251 216 204 904

Grand Total Apprch % Total %

113 8.6 3.3

1202 91.2 34.7

3 0.2 0.1

0 0 0

1318

5 50 0.1

1 10 0

4 40 0.1

0 0 0

11 0.6 0.3

1753 93.4 50.6

113 6 3.3

0 0 0

1877

98 37.7 2.8

0 0 0

162 62.3 4.7

0 0 0

260

3465

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 11 87 99 07:45 AM 1 08:00 AM 5 91 0 96 08:15 AM 7 115 0 122 08:30 AM 0 12 116 128 Total Volume 35 409 1 445 % App. Total 7.9 91.9 0.2 PHF .729 .881 .250 .869

0.3

Possum Trot Rd. Westbound

54.2

Palm Valley Rd. Northbound

7.5

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 0 0 0 1 50 .250

0 0 0 0 0 0 .000

0 0 1 0 1 50 .250

1 0 1 0 2

0 0 0 0 0 0 .000

175 157 148 159 639 93 .913

10 10 17 11 48 7 .706

185 167 165 170 687

2 14 7 8 31 31.6 .554

0 0 0 0 0 0 .000

23 18 14 12 67 68.4 .728

25 32 21 20 98

310 295 309 318 1232

.766

.969

.500

284

.928

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. AM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 0 0 0 1 1

Thru 1 1 1 0 3

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 1 2 2 4 9

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 0 0 1 0 1

Peds 0 0 0 0 0

Int. Total

1 2 2 4 9

Right 0 0 0 0 0

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

1 1 1 1 4

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 0 1 0 1

2 3 4 5 14

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

0 2 0 0 2

5 6 4 2 17

0 0 0 0 0

5 8 4 2 19

0 0 0 0 0

3 0 3 2 8

0 1 0 0 1

0 0 0 0 0

3 1 3 2 9

0 0 0 2 2

0 0 0 0 0

0 0 0 2 2

8 9 7 6 30

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

3 4 4 3 14

0 0 0 0 0

3 4 4 3 14

0 0 0 0 0

3 2 2 3 10

1 1 0 0 2

0 0 0 0 0

4 3 2 3 12

4 0 0 1 5

0 0 0 0 0

4 0 0 1 5

11 7 6 7 31

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

0 1 1 1 3

5 7 5 5 22

0 0 0 0 0

5 8 6 6 25

0 0 0 0 0

3 3 2 1 9

0 1 1 2 4

0 0 0 0 0

3 4 3 3 13

0 0 1 1 2

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

0 0 1 2 3

8 12 10 11 41

Grand Total Apprch % Total %

6 9.7 5.2

56 90.3 48.3

0 0 0

36 83.7 31

7 16.3 6

0 0 0

9 81.8 7.8

0 0 0

2 18.2 1.7

0 0 0

116

53.4

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 0 5 0 5 09:00 AM 09:15 AM 0 1 7 8 09:30 AM 1 5 0 6 09:45 AM 1 5 0 6 Total Volume 3 22 0 25 % App. Total 12 88 0 PHF .750 .786 .000 .781

Possum Trot Rd. Westbound

37.1

Palm Valley Rd. Northbound

9.5

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

3 3 2 1 9 69.2 .750

0 1 1 2 4 30.8 .500

3 4 3 3 13

0 0 1 1 2 66.7 .500

0 0 0 0 0 0 .000

0 0 0 1 1 33.3 .250

0 0 1 2 3

8 12 10 11 41

.375

.854

.000

285

.813

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. AM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 1 1 0 5 7

Thru 13 41 28 46 128

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 35 56 53 75 219

Left 1 0 1 2 4

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 1 1 10 5 17

Peds 0 0 0 0 0

Int. Total

36 56 54 77 223

Right 1 4 0 5 10

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

14 42 28 51 135

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

2 5 10 10 27

52 103 92 138 385

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

3 7 8 11 29

75 107 62 89 333

0 2 0 1 3

0 0 0 0 0

78 116 70 101 365

0 0 0 1 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 1 2

0 0 0 0 0

75 103 178 177 533

3 5 12 10 30

0 0 0 0 0

78 108 190 187 563

2 10 7 4 23

0 0 0 0 0

9 8 21 23 61

0 0 0 0 0

11 18 28 27 84

167 243 288 316 1014

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

5 7 12 17 41

94 119 120 116 449

0 0 0 0 0

99 126 132 133 490

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

160 150 161 128 599

11 18 11 8 48

0 0 0 0 0

171 168 172 136 647

18 7 8 14 47

0 0 0 0 0

18 14 12 8 52

0 0 0 0 0

36 21 20 22 99

306 316 324 291 1237

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

10 9 11 12 42

109 83 82 74 348

0 0 0 0 0

119 92 93 86 390

0 1 1 2 4

0 1 0 0 1

1 1 0 0 2

0 0 0 0 0

1 3 1 2 7

1 4 2 4 11

95 135 109 99 438

7 14 6 11 38

0 0 0 0 0

103 153 117 114 487

10 7 5 5 27

0 0 0 0 0

8 8 10 8 34

0 0 0 0 0

18 15 15 13 61

241 263 226 215 945

Grand Total Apprch % Total %

119 8.6 3.3

1258 91.2 35.1

3 0.2 0.1

0 0 0

1380

5 50 0.1

1 10 0

4 40 0.1

0 0 0

11 0.6 0.3

1789 93.2 50

120 6.2 3.4

0 0 0

1920

107 39.5 3

0 0 0

164 60.5 4.6

0 0 0

271

3581

38.5

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 11 89 101 07:45 AM 1 08:00 AM 5 94 0 99 08:15 AM 7 119 0 126 08:30 AM 0 12 120 132 Total Volume 35 422 1 458 % App. Total 7.6 92.1 0.2 PHF .729 .879 .250 .867

0.3

Possum Trot Rd. Westbound

53.6

Palm Valley Rd. Northbound

7.6

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

1 0 0 0 1 50 .250

0 0 0 0 0 0 .000

0 0 1 0 1 50 .250

1 0 1 0 2

0 0 0 0 0 0 .000

177 160 150 161 648 92.8 .915

10 11 18 11 50 7.2 .694

187 171 168 172 698

4 18 7 8 37 35.6 .514

0 0 0 0 0 0 .000

23 18 14 12 67 64.4 .728

27 36 21 20 104

316 306 316 324 1262

.722

.974

.500

286

.933

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. PM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 18 12 7 17 54

Thru 113 118 119 142 492

Left 0 0 1 0 1

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 2 0 2

Peds 0 0 0 0 0

Thru 79 85 97 97 358

Left 20 20 6 8 54

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 6 11 16 15 48

Peds 0 0 0 0 0

Int. Total

99 106 104 107 416

Right 13 10 7 13 43

App. Total

0 0 4 0 4

Right 0 1 1 2 4

App. Total

131 130 127 159 547

Right 0 0 2 0 2

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

19 21 23 28 91

249 257 258 294 1058

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

21 13 21 6 61

140 127 134 182 583

0 0 0 1 1

0 0 0 0 0

161 140 155 189 645

1 0 1 0 2

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

1 0 2 1 4

0 3 4 2 9

119 120 105 116 460

9 7 8 7 31

0 0 0 0 0

128 130 117 125 500

13 9 12 15 49

0 0 1 0 1

7 18 10 18 53

0 0 0 0 0

20 27 23 33 103

310 297 297 348 1252

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

8 13 9 11 41

187 166 161 163 677

0 0 0 0 0

195 179 170 174 718

1 1 2 4 8

0 0 0 1 1

1 0 0 2 3

0 0 0 0 0

2 1 2 7 12

1 0 2 1 4

96 118 116 90 420

9 14 8 8 39

0 0 0 0 0

106 132 126 99 463

16 9 10 12 47

0 0 0 0 0

13 15 10 9 47

0 0 0 0 0

29 24 20 21 94

332 336 318 301 1287

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

16 17 11 8 52

157 153 148 111 569

0 0 0 0 0

173 170 159 119 621

0 0 0 1 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 1 2

0 0 1 0 1

102 93 96 82 373

15 9 7 5 36

0 0 0 0 0

117 102 104 87 410

13 10 5 7 35

0 0 0 0 0

9 12 3 3 27

0 2 0 0 2

22 24 8 10 64

312 296 272 217 1097

Grand Total Apprch % Total %

208 8.2 4.4

2321 91.7 49.4

2 0.1 0

0 0 0

2531

13 59.1 0.3

1 4.5 0

8 36.4 0.2

0 0 0

18 1 0.4

1611 90.1 34.3

160 8.9 3.4

0 0 0

1789

174 49.4 3.7

1 0.3 0

175 49.7 3.7

2 0.6 0

352

4694

53.9

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 6 182 189 04:45 PM 1 05:00 PM 8 0 187 195 166 0 179 05:15 PM 13 05:30 PM 9 161 0 170 Total Volume 36 696 1 733 % App. Total 4.9 95 0.1 PHF .692 .930 .250 .940

0.5

Possum Trot Rd. Westbound

38.1

Palm Valley Rd. Northbound

7.5

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 1 1 2 4 66.7 .500

0 0 0 0 0 0 .000

1 1 0 0 2 33.3 .500

1 2 1 2 6

2 1 0 2 5 1 .625

116 96 118 116 446 91.2 .945

7 9 14 8 38 7.8 .679

125 106 132 126 489

15 16 9 10 50 47.2 .781

0 0 0 0 0 0 .000

18 13 15 10 56 52.8 .778

33 29 24 20 106

348 332 336 318 1334

.803

.958

.750

287

.926

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. PM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 0 1 0 1 2

Thru 4 3 3 4 14

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 2 0 2 1 5

Left 2 2 1 2 7

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 0 1 0 0 1

Peds 0 0 0 0 0

Int. Total

4 2 3 3 12

Right 1 2 0 1 4

App. Total

0 0 0 0 0

Right 0 0 0 0 0

App. Total

4 4 3 5 16

Right 0 0 0 0 0

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

1 3 0 1 5

9 9 6 9 33

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 1 0 1

0 1 3 4 8

0 0 0 1 1

0 0 0 0 0

0 1 4 5 10

0 0 0 0 0

1 2 6 2 11

1 0 0 1 2

0 0 0 0 0

2 2 6 3 13

0 0 1 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 1 0 2

3 3 11 8 25

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

4 3 4 2 13

0 0 0 0 0

4 3 4 2 13

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

1 1 0 1 3

0 0 1 0 1

0 0 0 0 0

1 1 1 1 4

0 0 0 0 0

5 5 5 3 18

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

2 0 1 0 3

0 0 0 0 0

2 0 1 0 3

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 0 1

3 0 2 0 5

Grand Total Apprch % Total %

3 7.1 3.7

38 90.5 46.9

1 2.4 1.2

0 0 0

1 100 1.2

0 0 0

19 63.3 23.5

11 36.7 13.6

0 0 0

5 62.5 6.2

0 0 0

3 37.5 3.7

0 0 0

51.9

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 0 0 4 03:00 PM 4 03:15 PM 3 0 4 1 03:30 PM 0 3 0 3 03:45 PM 1 4 0 5 Total Volume 2 14 0 16 % App. Total 12.5 87.5 0 PHF .500 .875 .000 .800

1.2

Possum Trot Rd. Westbound

Palm Valley Rd. Northbound

9.9

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 0 0 0

0 0 0 0 0 0 .000

2 0 2 1 5 41.7 .625

2 2 1 2 7 58.3 .875

4 2 3 3 12

1 2 0 1 4 80 .500

0 0 0 0 0 0 .000

0 1 0 0 1 20 .250

1 3 0 1 5

9 9 6 9 33

.417

.917

.000

288

.750

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Possum Trot Rd. Palm Valley Rd. Westbound Northbound

Palm Valley Rd. Southbound

Start Time

: 3-Palm Valley Rd. and Canal Blvd_Possum Trot Rd. PM : : 8/16/2016 :1 Canal Blvd. Eastbound

Right 18 13 7 18 56

Thru 117 121 122 146 506

Left 0 0 1 0 1

Peds 0 0 0 0 0

App. Total

Thru 0 0 0 0 0

Left 0 0 2 0 2

Peds 0 0 0 0 0

Thru 81 85 99 98 363

Left 22 22 7 10 61

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 6 12 16 15 49

Peds 0 0 0 0 0

Int. Total

103 108 107 110 428

Right 14 12 7 14 47

App. Total

0 0 4 0 4

Right 0 1 1 2 4

App. Total

135 134 130 164 563

Right 0 0 2 0 2

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

20 24 23 29 96

258 266 264 303 1091

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

21 13 22 6 62

140 128 137 186 591

0 0 0 2 2

0 0 0 0 0

161 141 159 194 655

1 0 1 0 2

0 0 0 0 0

0 0 1 1 2

0 0 0 0 0

1 0 2 1 4

0 3 4 2 9

120 122 111 118 471

10 7 8 8 33

0 0 0 0 0

130 132 123 128 513

13 9 13 15 50

0 0 1 0 1

8 18 10 18 54

0 0 0 0 0

21 27 24 33 105

313 300 308 356 1277

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

8 13 9 11 41

191 169 165 165 690

0 0 0 0 0

199 182 174 176 731

1 2 2 4 9

0 0 0 1 1

1 0 0 2 3

0 0 0 0 0

2 2 2 7 13

1 0 2 1 4

97 119 116 91 423

9 14 9 8 40

0 0 0 0 0

107 133 127 100 467

16 9 10 12 47

0 0 0 0 0

13 15 10 9 47

0 0 0 0 0

29 24 20 21 94

337 341 323 304 1305

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

16 17 11 8 52

159 153 149 111 572

0 0 0 0 0

175 170 160 119 624

0 0 0 1 1

0 0 0 0 0

0 0 1 0 1

0 0 0 0 0

0 0 1 1 2

0 0 1 0 1

102 93 96 82 373

16 9 7 5 37

0 0 0 0 0

118 102 104 87 411

13 10 5 7 35

0 0 0 0 0

9 12 4 3 28

0 2 0 0 2

22 24 9 10 65

315 296 274 217 1102

Grand Total Apprch % Total %

211 8.2 4.4

2359 91.7 49.4

3 0.1 0.1

0 0 0

2573

14 60.9 0.3

1 4.3 0

8 34.8 0.2

0 0 0

18 1 0.4

1630 89.6 34.1

171 9.4 3.6

0 0 0

1819

179 49.7 3.7

1 0.3 0

178 49.4 3.7

2 0.6 0

360

4775

53.9

Palm Valley Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 6 186 194 04:45 PM 2 05:00 PM 8 0 191 199 169 0 182 05:15 PM 13 05:30 PM 9 165 0 174 Total Volume 36 711 2 749 % App. Total 4.8 94.9 0.3 PHF .692 .931 .250 .941

0.5

Possum Trot Rd. Westbound

38.1

Palm Valley Rd. Northbound

7.5

Canal Blvd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 1 2 2 5 71.4 .625

0 0 0 0 0 0 .000

1 1 0 0 2 28.6 .500

1 2 2 2 7

2 1 0 2 5 1 .625

118 97 119 116 450 90.9 .945

8 9 14 9 40 8.1 .714

128 107 133 127 495

15 16 9 10 50 47.2 .781

0 0 0 0 0 0 .000

18 13 15 10 56 52.8 .778

33 29 24 20 106

356 337 341 323 1357

.803

.953

.875

289

.930

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane AM : : 8/16/2016 :1

Groups Printed- Car Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Right 6 21 7 11 45

Thru 9 18 25 34 86

Peds 0 0 0 0 0

App. Total 15 39 32 45 131

Thru 26 34 40 63 163

Left 3 29 8 17 57

Peds 0 0 0 0 0

App. Total 29 63 48 80 220

Right 5 4 3 3 15

Left 3 20 5 5 33

Peds 0 0 0 0 0

App. Total 8 24 8 8 48

Int. Total 52 126 88 133 399

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

29 73 27 28 157

51 42 46 63 202

1 0 0 0 1

81 115 73 91 360

60 89 138 149 436

39 61 23 41 164

0 0 0 0 0

99 150 161 190 600

6 40 37 15 98

12 24 44 28 108

0 0 0 0 0

18 64 81 43 206

198 329 315 324 1166

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

32 37 34 36 139

76 82 102 105 365

0 0 0 0 0

108 119 136 141 504

126 112 109 125 472

57 49 19 22 147

0 0 0 0 0

183 161 128 147 619

59 53 36 13 161

56 57 34 10 157

0 0 0 0 0

115 110 70 23 318

406 390 334 311 1441

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

27 31 11 25 94

73 55 59 63 250

0 2 2 0 4

100 88 72 88 348

91 112 99 71 373

23 30 10 21 84

0 0 0 0 0

114 142 109 92 457

11 19 27 19 76

18 27 24 17 86

0 0 1 0 1

29 46 52 36 163

243 276 233 216 968

Grand Total Apprch % Total %

435 32.4 10.9

903 67.2 22.7

5 0.4 0.1

1343

1444 76.2 36.3

452 23.8 11.4

0 0 0

1896

350 47.6 8.8

384 52.2 9.7

1 0.1 0

735

3974

18.5

33.8

Palm Valley Rd. Southbound Start Time Right Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 28 08:00 AM 32 08:15 AM 37 34 08:30 AM Total Volume 131 % App. Total 28.9 PHF .885

47.7

Palm Valley Rd. Northbound

Landrum Lane Eastbound

Thru

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

63 76 82 102 323 71.1 .792

91 108 119 136 454

149 126 112 109 496 74.9 .832

41 57 49 19 166 25.1 .728

190 183 161 128 662

15 59 53 36 163 48.2 .691

28 56 57 34 175 51.8 .768

43 115 110 70 338

324 406 390 334 1454

.735

.895

.835

290

.871

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane AM : : 8/16/2016 :1

Groups Printed- Truck Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Right 0 1 1 0 2

Thru 1 0 0 0 1

Peds 0 0 0 0 0

App. Total 1 1 1 0 3

Thru 1 1 2 5 9

Left 0 0 2 0 2

Peds 0 0 0 0 0

App. Total 1 1 4 5 11

Right 1 0 0 1 2

Left 1 0 0 0 1

Peds 0 0 0 0 0

App. Total 2 0 0 1 3

Int. Total 4 2 5 6 17

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

2 3 1 2 8

1 3 3 2 9

0 0 0 0 0

3 6 4 4 17

3 0 1 3 7

1 4 0 1 6

0 0 0 0 0

4 4 1 4 13

0 3 10 0 13

0 0 3 0 3

0 0 0 0 0

0 3 13 0 16

7 13 18 8 46

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 1 0 0 1

7 2 3 2 14

0 0 0 0 0

7 3 3 2 15

4 0 2 2 8

0 5 0 0 5

0 0 0 0 0

4 5 2 2 13

1 3 1 1 6

0 1 2 0 3

0 0 0 0 0

1 4 3 1 9

12 12 8 5 37

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

0 0 0 0 0

7 7 8 6 28

0 0 0 0 0

7 7 8 6 28

5 4 4 1 14

0 2 0 0 2

0 0 0 0 0

5 6 4 1 16

1 0 1 1 3

1 0 0 2 3

0 0 0 0 0

2 0 1 3 6

14 13 13 10 50

Grand Total Apprch % Total %

11 17.5 7.3

52 82.5 34.7

0 0 0

38 71.7 25.3

15 28.3 10

0 0 0

24 70.6 16

10 29.4 6.7

0 0 0

150

35.3

22.7

Palm Valley Rd. Southbound Start Time Right Thru Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 3 07:15 AM 3 07:30 AM 1 3 07:45 AM 2 2 0 08:00 AM 7 Total Volume 6 15 % App. Total 28.6 71.4 PHF .500 .536

Palm Valley Rd. Northbound

Landrum Lane Eastbound

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

6 4 4 7 21

0 1 3 4 8 61.5 .500

4 0 1 0 5 38.5 .313

4 1 4 4 13

3 10 0 1 14 82.4 .350

0 3 0 0 3 17.6 .250

3 13 0 1 17

13 18 8 12 51

.327

.708

.750

291

.813

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane AM : : 8/16/2016 :1

Groups Printed- Combined Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

Right 6 22 8 11 47

Thru 10 18 25 34 87

Peds 0 0 0 0 0

App. Total 16 40 33 45 134

Thru 27 35 42 68 172

Left 3 29 10 17 59

Peds 0 0 0 0 0

App. Total 30 64 52 85 231

Right 6 4 3 4 17

Left 4 20 5 5 34

Peds 0 0 0 0 0

App. Total 10 24 8 9 51

Int. Total 56 128 93 139 416

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

31 76 28 30 165

52 45 49 65 211

1 0 0 0 1

84 121 77 95 377

63 89 139 152 443

40 65 23 42 170

0 0 0 0 0

103 154 162 194 613

6 43 47 15 111

12 24 47 28 111

0 0 0 0 0

18 67 94 43 222

205 342 333 332 1212

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

32 38 34 36 140

83 84 105 107 379

0 0 0 0 0

115 122 139 143 519

130 112 111 127 480

57 54 19 22 152

0 0 0 0 0

187 166 130 149 632

60 56 37 14 167

56 58 36 10 160

0 0 0 0 0

116 114 73 24 327

418 402 342 316 1478

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

27 31 11 25 94

80 62 67 69 278

0 2 2 0 4

107 95 80 94 376

96 116 103 72 387

23 32 10 21 86

0 0 0 0 0

119 148 113 93 473

12 19 28 20 79

19 27 24 19 89

0 0 1 0 1

31 46 53 39 169

257 289 246 226 1018

Grand Total Apprch % Total %

446 31.7 10.8

955 67.9 23.2

5 0.4 0.1

1406

1482 76 35.9

467 24 11.3

0 0 0

1949

374 48.6 9.1

394 51.2 9.6

1 0.1 0

769

4124

18.6

34.1

Palm Valley Rd. Southbound Start Time Right Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 30 08:00 AM 32 08:15 AM 38 34 08:30 AM Total Volume 134 % App. Total 28.5 PHF .882

47.3

Palm Valley Rd. Northbound

Landrum Lane Eastbound

Thru

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

65 83 84 105 337 71.5 .802

95 115 122 139 471

152 130 112 111 505 74.6 .831

42 57 54 19 172 25.4 .754

194 187 166 130 677

15 60 56 37 168 48.6 .700

28 56 58 36 178 51.4 .767

43 116 114 73 346

332 418 402 342 1494

.746

.894

.847

292

.872

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane PM : : 8/16/2016 :1

Groups Printed- Car Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Right 15 19 21 43 98

Thru 96 104 113 111 424

Peds 0 0 0 0 0

App. Total 111 123 134 154 522

Thru 59 62 82 71 274

Left 19 17 12 27 75

Peds 0 0 0 0 0

App. Total 78 79 94 98 349

Right 50 43 26 22 141

Left 38 29 19 27 113

Peds 0 0 0 0 0

App. Total 88 72 45 49 254

Int. Total 277 274 273 301 1125

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

16 10 18 24 68

135 116 134 156 541

0 0 0 0 0

151 126 152 180 609

98 121 95 95 409

18 15 13 17 63

0 0 0 0 0

116 136 108 112 472

27 38 21 16 102

23 16 15 15 69

0 0 0 0 0

50 54 36 31 171

317 316 296 323 1252

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

26 18 20 27 91

160 169 149 144 622

0 0 0 0 0

186 187 169 171 713

88 115 104 80 387

19 18 20 17 74

0 0 0 0 0

107 133 124 97 461

18 20 18 23 79

21 15 19 11 66

0 0 0 0 0

39 35 37 34 145

332 355 330 302 1319

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

25 22 21 22 90

140 129 125 87 481

0 0 0 0 0

165 151 146 109 571

102 87 85 62 336

17 22 18 26 83

0 0 0 0 0

119 109 103 88 419

24 13 19 29 85

17 10 23 31 81

0 0 0 0 0

41 23 42 60 166

325 283 291 257 1156

Grand Total Apprch % Total %

347 14.4 7.2

2068 85.6 42.6

0 0 0

2415

1406 82.7 29

295 17.3 6.1

0 0 0

1701

407 55.3 8.4

329 44.7 6.8

0 0 0

736

4852

15.2

49.8

Palm Valley Rd. Southbound Start Time Right Thru Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 24 156 05:00 PM 160 26 05:15 PM 18 169 05:30 PM 20 149 Total Volume 88 634 % App. Total 12.2 87.8 PHF .846 .938

35.1

Palm Valley Rd. Northbound

Landrum Lane Eastbound

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

180 186 187 169 722

95 88 115 104 402 84.5 .874

17 19 18 20 74 15.5 .925

112 107 133 124 476

16 18 20 18 72 50.7 .900

15 21 15 19 70 49.3 .833

31 39 35 37 142

323 332 355 330 1340

.910

.944

.965

293

.895

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane PM : : 8/16/2016 :1

Groups Printed- Truck Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Right 0 0 1 2 3

Thru 5 3 4 3 15

Peds 0 0 0 0 0

App. Total 5 3 5 5 18

Thru 1 1 3 3 8

Left 1 1 0 0 2

Peds 0 0 0 0 0

App. Total 2 2 3 3 10

Right 5 2 2 2 11

Left 1 1 0 1 3

Peds 0 0 0 0 0

App. Total 6 3 2 3 14

Int. Total 13 8 10 11 42

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 1 1 0 2

1 2 3 4 10

0 0 0 0 0

1 3 4 4 12

2 3 5 3 13

0 0 0 1 1

0 0 0 0 0

2 3 5 4 14

0 2 1 0 3

0 0 0 0 0

0 2 1 0 3

3 8 10 8 29

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

2 0 0 0 2

3 3 3 3 12

0 0 0 0 0

5 3 3 3 14

1 0 1 1 3

0 0 0 0 0

1 0 1 1 3

0 0 0 0 0

0 1 0 0 1

0 0 0 0 0

0 1 0 0 1

6 4 4 4 18

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

0 0 0 0 0

2 1 1 0 4

0 0 0 0 0

2 1 1 0 4

1 0 1 0 2

0 0 0 0 0

1 0 1 0 2

0 0 0 0 0

3 1 2 0 6

Grand Total Apprch % Total %

7 14.6 7.4

41 85.4 43.2

0 0 0

26 89.7 27.4

3 10.3 3.2

0 0 0

4 22.2 4.2

0 0 0

30.5

14 77.8 14.7

50.5

18.9

Palm Valley Rd. Southbound Start Time Right Thru Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 5 03:15 PM 0 3 03:30 PM 1 4 3 03:45 PM 2 Total Volume 3 15 % App. Total 16.7 83.3 PHF .375 .750

Palm Valley Rd. Northbound

Landrum Lane Eastbound

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

5 3 5 5 18

1 1 3 3 8 80 .667

1 1 0 0 2 20 .500

2 2 3 3 10

5 2 2 2 11 78.6 .550

1 1 0 1 3 21.4 .750

6 3 2 3 14

13 8 10 11 42

.583

.808

.900

294

.833

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

: 4-Palm Valley Rd. and Landrum Lane PM : : 8/16/2016 :1

Groups Printed- Combined Palm Valley Rd. Northbound

Palm Valley Rd. Southbound

Landrum Lane Eastbound

Start Time 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

Right 15 19 22 45 101

Thru 101 107 117 114 439

Peds 0 0 0 0 0

App. Total 116 126 139 159 540

Thru 60 63 85 74 282

Left 20 18 12 27 77

Peds 0 0 0 0 0

App. Total 80 81 97 101 359

Right 55 45 28 24 152

Left 39 30 19 28 116

Peds 0 0 0 0 0

App. Total 94 75 47 52 268

Int. Total 290 282 283 312 1167

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

16 11 19 24 70

136 118 137 160 551

0 0 0 0 0

152 129 156 184 621

100 124 100 98 422

18 15 13 18 64

0 0 0 0 0

118 139 113 116 486

27 40 22 16 105

23 16 15 15 69

0 0 0 0 0

50 56 37 31 174

320 324 306 331 1281

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

28 18 20 27 93

163 172 152 147 634

0 0 0 0 0

191 190 172 174 727

89 115 105 81 390

19 18 20 17 74

0 0 0 0 0

108 133 125 98 464

18 20 18 23 79

21 16 19 11 67

0 0 0 0 0

39 36 37 34 146

338 359 334 306 1337

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

25 22 21 22 90

142 130 126 87 485

0 0 0 0 0

167 152 147 109 575

103 87 86 62 338

17 22 18 26 83

0 0 0 0 0

120 109 104 88 421

24 13 19 29 85

17 10 23 31 81

0 0 0 0 0

41 23 42 60 166

328 284 293 257 1162

Grand Total Apprch % Total %

354 14.4 7.2

2109 85.6 42.6

0 0 0

2463

1432 82.8 28.9

298 17.2 6

0 0 0

1730

421 55.8 8.5

333 44.2 6.7

0 0 0

754

4947

15.2

49.8

Palm Valley Rd. Southbound Start Time Right Thru Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 24 160 05:00 PM 163 28 05:15 PM 18 172 05:30 PM 20 152 Total Volume 90 647 % App. Total 12.2 87.8 PHF .804 .940

Palm Valley Rd. Northbound

Landrum Lane Eastbound

App. Total

Thru

Left

App. Total

Right

Left

App. Total

Int. Total

184 191 190 172 737

98 89 115 105 407 84.4 .885

18 19 18 20 75 15.6 .938

116 108 133 125 482

16 18 20 18 72 50.3 .900

15 21 16 19 71 49.7 .845

31 39 36 37 143

331 338 359 334 1362

.917

.948

.965

295

.906

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Business Entrance Northbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about AM : : 8/16/2016 :1 CR 210 Eastbound

Palm Valley Rd. Southbound

Right 4 8 6 6 24

Thru 11 10 23 34 78

Left 0 2 1 1 4

Peds 0 0 0 0 0

App. Total

Thru 1 0 0 1 2

Left 1 0 1 0 2

Peds 0 0 0 0 0

Thru 17 25 39 41 122

Left 19 40 38 60 157

Peds 0 0 0 0 0

Thru 1 1 3 0 5

Left 3 5 3 1 12

Peds 0 0 0 0 0

Int. Total

36 67 79 104 286

Right 7 27 26 36 96

App. Total

2 0 2 1 5

Right 0 2 2 3 7

App. Total

15 20 30 41 106

Right 0 0 1 0 1

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

11 33 32 37 113

64 120 143 183 510

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

14 29 23 15 81

41 56 60 53 210

0 0 2 0 2

0 0 0 0 0

55 85 85 68 293

0 1 2 2 5

0 3 7 3 13

2 2 7 3 14

0 0 0 0 0

2 6 16 8 32

0 4 5 4 13

65 84 115 118 382

83 85 109 146 423

0 0 0 0 0

148 173 229 268 818

56 66 65 73 260

2 6 4 2 14

4 7 16 9 36

0 0 0 0 0

62 79 85 84 310

267 343 415 428 1453

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

18 23 10 14 65

95 135 126 110 466

1 1 4 5 11

0 0 0 0 0

114 159 140 129 542

2 3 3 0 8

0 8 8 4 20

3 6 7 8 24

0 0 0 0 0

5 17 18 12 52

4 7 4 4 19

134 133 111 108 486

117 108 110 121 456

0 0 0 0 0

255 248 225 233 961

116 144 141 118 519

7 4 10 8 29

10 13 11 8 42

0 0 0 0 0

133 161 162 134 590

507 585 545 508 2145

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

11 10 8 16 45

58 45 28 32 163

5 3 4 5 17

0 0 0 0 0

74 58 40 53 225

3 2 4 3 12

7 8 2 8 25

6 7 4 5 22

0 0 0 0 0

16 17 10 16 59

7 3 3 3 16

97 78 70 75 320

106 104 86 76 372

0 0 0 0 0

210 185 159 154 708

81 55 67 61 264

7 5 1 3 16

5 9 16 9 39

0 0 0 0 0

93 69 84 73 319

393 329 293 296 1311

Grand Total Apprch % Total %

215 18.4 4

917 78.6 16.9

34 2.9 0.6

0 0 0

1166

26 17.6 0.5

60 40.5 1.1

62 41.9 1.1

0 0 0

148

55 2 1

1310 47.2 24.2

1408 50.8 26

0 0 0

2773

1139 85.5 21

64 4.8 1.2

129 9.7 2.4

0 0 0

1332

5419

21.5

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 18 95 1 114 08:00 AM 08:15 AM 1 23 135 159 08:30 AM 10 126 4 140 08:45 AM 14 110 129 5 Total Volume 65 466 11 542 % App. Total 12 86 2 PHF .707 .863 .550 .852

2.7

Business Entrance Westbound

51.2

CR 210 Northbound

24.6

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

2 3 3 0 8 15.4 .667

0 8 8 4 20 38.5 .625

3 6 7 8 24 46.2 .750

5 17 18 12 52

4 7 4 4 19 2 .679

134 133 111 108 486 50.6 .907

117 108 110 121 456 47.5 .942

255 248 225 233 961

116 144 141 118 519 88 .901

7 4 10 8 29 4.9 .725

10 13 11 8 42 7.1 .808

133 161 162 134 590

507 585 545 508 2145

.910

.917

.722

296

.942

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Business Entrance Northbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about AM : : 8/16/2016 :1 CR 210 Eastbound

Palm Valley Rd. Southbound

Right 0 0 0 0 0

Thru 0 1 1 0 2

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 1 0 1 0 2

Left 0 0 0 0 0

Peds 0 0 0 0 0

Thru 1 3 4 6 14

Left 0 3 5 2 10

Peds 0 0 0 0 0

Thru 0 0 0 0 0

Left 0 1 0 1 2

Peds 0 0 0 0 0

Int. Total

1 6 9 8 24

Right 0 1 0 1 2

App. Total

1 0 1 0 2

Right 0 0 0 0 0

App. Total

0 1 1 0 2

Right 0 0 0 0 0

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

0 2 0 2 4

2 9 11 10 32

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

2 2 0 0 4

0 1 1 0 2

0 0 0 0 0

2 3 1 0 6

0 0 0 0 0

0 0 1 1 2

0 1 0 0 1

0 0 0 0 0

0 1 1 1 3

0 0 0 0 0

2 2 5 4 13

2 1 0 3 6

0 0 0 0 0

4 3 5 7 19

3 4 9 2 18

0 0 0 0 0

0 1 2 0 3

0 0 0 0 0

3 5 11 2 21

9 12 18 10 49

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 1 0 0 2

2 1 2 3 8

0 0 0 1 1

0 0 0 0 0

3 2 2 4 11

0 0 0 0 0

1 0 0 0 1

0 1 0 0 1

0 0 0 0 0

1 1 0 0 2

0 0 0 0 0

0 0 1 2 3

9 2 1 3 15

0 0 0 0 0

9 2 2 5 18

3 5 1 5 14

0 1 0 0 1

0 0 0 0 0

3 7 1 5 16

16 12 5 14 47

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

0 0 0 1 1

9 2 1 1 13

1 0 0 1 2

0 0 0 0 0

10 2 1 3 16

0 0 0 1 1

0 2 0 1 3

0 0 1 0 1

0 0 0 0 0

0 2 1 2 5

0 0 2 0 2

3 6 4 5 18

5 3 5 1 14

0 0 0 0 0

8 9 11 6 34

5 4 5 5 19

1 0 1 0 2

0 0 1 0 1

0 0 0 0 0

6 4 7 5 22

24 17 20 16 77

Grand Total Apprch % Total %

7 20 3.4

25 71.4 12.2

3 8.6 1.5

0 0 0

1 8.3 0.5

8 66.7 3.9

3 25 1.5

0 0 0

2 2.1 1

48 50.5 23.4

45 47.4 22

0 0 0

53 84.1 25.9

3 4.8 1.5

7 11.1 3.4

0 0 0

205

17.1

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 0 09:00 AM 9 1 10 09:15 AM 0 2 0 2 09:30 AM 0 1 0 1 09:45 AM 1 1 3 1 Total Volume 1 13 2 16 % App. Total 6.2 81.2 12.5 PHF .250 .361 .500 .400

5.9

Business Entrance Westbound

46.3

CR 210 Northbound

30.7

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 1 1 20 .250

0 2 0 1 3 60 .375

0 0 1 0 1 20 .250

0 2 1 2 5

0 0 2 0 2 5.9 .250

3 6 4 5 18 52.9 .750

5 3 5 1 14 41.2 .700

8 9 11 6 34

5 4 5 5 19 86.4 .950

1 0 1 0 2 9.1 .500

0 0 1 0 1 4.5 .250

6 4 7 5 22

24 17 20 16 77

.786

.802

.625

297

.773

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Business Entrance CR 210 Northbound Eastbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about AM : : 8/16/2016 :1 Palm Valley Rd. Southbound

Right 4 8 6 6 24

Thru 11 11 24 34 80

Left 0 2 1 1 4

Peds 0 0 0 0 0

App. Total

Thru 2 0 1 1 4

Left 1 0 1 0 2

Peds 0 0 0 0 0

Thru 18 28 43 47 136

Left 19 43 43 62 167

Peds 0 0 0 0 0

Thru 1 1 3 0 5

Left 3 6 3 2 14

Peds 0 0 0 0 0

Int. Total

37 73 88 112 310

Right 7 28 26 37 98

App. Total

3 0 3 1 7

Right 0 2 2 3 7

App. Total

15 21 31 41 108

Right 0 0 1 0 1

App. Total

06:00 AM 06:15 AM 06:30 AM 06:45 AM Total

11 35 32 39 117

66 129 154 193 542

07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

16 31 23 15 85

41 57 61 53 212

0 0 2 0 2

0 0 0 0 0

57 88 86 68 299

0 1 2 2 5

0 3 8 4 15

2 3 7 3 15

0 0 0 0 0

2 7 17 9 35

0 4 5 4 13

67 86 120 122 395

85 86 109 149 429

0 0 0 0 0

152 176 234 275 837

59 70 74 75 278

2 6 4 2 14

4 8 18 9 39

0 0 0 0 0

65 84 96 86 331

276 355 433 438 1502

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

19 24 10 14 67

97 136 128 113 474

1 1 4 6 12

0 0 0 0 0

117 161 142 133 553

2 3 3 0 8

1 8 8 4 21

3 7 7 8 25

0 0 0 0 0

6 18 18 12 54

4 7 4 4 19

134 133 112 110 489

126 110 111 124 471

0 0 0 0 0

264 250 227 238 979

119 149 142 123 533

7 5 10 8 30

10 14 11 8 43

0 0 0 0 0

136 168 163 139 606

523 597 550 522 2192

09:00 AM 09:15 AM 09:30 AM 09:45 AM Total

11 10 8 17 46

67 47 29 33 176

6 3 4 6 19

0 0 0 0 0

84 60 41 56 241

3 2 4 4 13

7 10 2 9 28

6 7 5 5 23

0 0 0 0 0

16 19 11 18 64

7 3 5 3 18

100 84 74 80 338

111 107 91 77 386

0 0 0 0 0

218 194 170 160 742

86 59 72 66 283

8 5 2 3 18

5 9 17 9 40

0 0 0 0 0

99 73 91 78 341

417 346 313 312 1388

Grand Total Apprch % Total %

222 18.5 3.9

942 78.4 16.7

37 3.1 0.7

0 0 0

1201

27 16.9 0.5

68 42.5 1.2

65 40.6 1.2

0 0 0

160

57 2 1

1358 47.4 24.1

1453 50.7 25.8

0 0 0

2868

1192 85.4 21.2

67 4.8 1.2

136 9.7 2.4

0 0 0

1395

5624

21.4

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 19 97 1 117 08:00 AM 08:15 AM 1 24 136 161 08:30 AM 10 128 4 142 08:45 AM 14 113 133 6 Total Volume 67 474 12 553 % App. Total 12.1 85.7 2.2 PHF .698 .871 .500 .859

2.8

Business Entrance Westbound

CR 210 Northbound

24.8

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

2 3 3 0 8 14.8 .667

1 8 8 4 21 38.9 .656

3 7 7 8 25 46.3 .781

6 18 18 12 54

4 7 4 4 19 1.9 .679

134 133 112 110 489 49.9 .912

126 110 111 124 471 48.1 .935

264 250 227 238 979

119 149 142 123 533 88 .894

7 5 10 8 30 5 .750

10 14 11 8 43 7.1 .768

136 168 163 139 606

523 597 550 522 2192

.902

.918

.750

298

.927

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Car Business Entrance Northbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about PM : : 8/16/2016 :1 CR 210 Eastbound

Palm Valley Rd. Southbound

Right 15 9 8 11 43

Thru 83 97 81 59 320

Left 10 6 9 6 31

Peds 0 0 0 0 0

App. Total

Thru 5 10 9 11 35

Left 18 18 14 20 70

Peds 0 0 0 0 0

Thru 88 61 48 86 283

Left 64 45 66 73 248

Peds 0 0 0 0 0

Thru 12 10 13 16 51

Left 16 11 11 12 50

Peds 0 0 0 0 0

Int. Total

156 113 119 164 552

Right 105 113 120 101 439

App. Total

27 30 25 33 115

Right 4 7 5 5 21

App. Total

108 112 98 76 394

Right 4 2 2 2 10

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

133 134 144 129 540

424 389 386 402 1601

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

14 8 8 6 36

71 65 70 95 301

11 6 10 15 42

0 0 0 0 0

96 79 88 116 379

5 3 4 3 15

17 15 23 11 66

17 13 10 14 54

0 0 0 0 0

39 31 37 28 135

10 8 7 8 33

127 55 63 68 313

120 101 78 77 376

0 0 0 0 0

257 164 148 153 722

133 116 112 118 479

14 20 15 16 65

11 13 12 8 44

0 0 0 0 0

158 149 139 142 588

550 423 412 439 1824

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

9 23 10 8 50

94 124 109 91 418

9 15 14 19 57

0 0 0 0 0

112 162 133 118 525

5 1 4 9 19

0 6 14 0 20

26 23 29 30 108

0 0 0 0 0

31 30 47 39 147

11 8 11 4 34

73 98 61 64 296

84 88 89 96 357

0 0 0 0 0

168 194 161 164 687

152 129 130 144 555

18 13 20 14 65

6 13 8 12 39

0 0 0 0 0

176 155 158 170 659

487 541 499 491 2018

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

19 11 5 7 42

79 78 73 54 284

6 13 7 9 35

0 0 0 0 0

104 102 85 70 361

4 8 7 5 24

14 12 9 10 45

26 17 24 20 87

0 0 0 0 0

44 37 40 35 156

7 5 9 9 30

64 62 77 46 249

84 82 92 73 331

0 0 0 0 0

155 149 178 128 610

144 124 108 93 469

16 10 11 12 49

9 11 7 13 40

0 0 0 0 0

169 145 126 118 558

472 433 429 351 1685

Grand Total Apprch % Total %

171 10.3 2.4

1323 79.7 18.6

165 9.9 2.3

0 0 0

1659

68 12.3 1

166 30 2.3

319 57.7 4.5

0 0 0

553

118 4.6 1.7

1141 44.4 16

1312 51 18.4

0 0 0

2571

1942 82.8 27.2

230 9.8 3.2

173 7.4 2.4

0 0 0

2345

7128

23.3

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 9 94 9 112 05:00 PM 05:15 PM 15 23 124 162 05:30 PM 10 109 14 133 05:45 PM 8 91 118 19 Total Volume 50 418 57 525 % App. Total 9.5 79.6 10.9 PHF .543 .843 .750 .810

7.8

Business Entrance Westbound

36.1

CR 210 Northbound

32.9

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

5 1 4 9 19 12.9 .528

0 6 14 0 20 13.6 .357

26 23 29 30 108 73.5 .900

31 30 47 39 147

11 8 11 4 34 4.9 .773

73 98 61 64 296 43.1 .755

84 88 89 96 357 52 .930

168 194 161 164 687

152 129 130 144 555 84.2 .913

18 13 20 14 65 9.9 .813

6 13 8 12 39 5.9 .750

176 155 158 170 659

487 541 499 491 2018

.936

.933

.782

299

.885

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Truck Business Entrance Northbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about PM : : 8/16/2016 :1 CR 210 Eastbound

Palm Valley Rd. Southbound

Right 0 0 1 0 1

Thru 2 2 6 4 14

Left 0 0 0 0 0

Peds 0 0 0 0 0

App. Total

Thru 0 0 1 0 1

Left 0 1 1 1 3

Peds 0 0 0 0 0

Thru 2 0 1 3 6

Left 0 2 1 1 4

Peds 0 0 0 0 0

Thru 0 2 1 0 3

Left 0 1 1 0 2

Peds 0 0 0 0 0

Int. Total

2 2 2 4 10

Right 6 4 6 4 20

App. Total

0 1 2 1 4

Right 0 0 0 0 0

App. Total

2 2 7 4 15

Right 0 0 0 0 0

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

6 7 8 4 25

10 12 19 13 54

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

0 0 0 1 1

2 2 4 6 14

0 0 0 0 0

2 2 4 7 15

0 0 1 0 1

0 1 0 0 1

0 0 0 0 0

0 1 1 0 2

1 0 0 0 1

2 4 0 1 7

2 4 3 2 11

0 0 0 0 0

5 8 3 3 19

1 1 5 3 10

0 0 0 0 0

0 1 1 0 2

0 0 0 0 0

1 2 6 3 12

8 13 14 13 48

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

1 1 0 0 2

0 1 2 1 4

0 1 0 0 1

0 0 0 0 0

1 3 2 1 7

0 0 0 0 0

0 0 1 1 2

0 1 1 1 3

0 0 0 0 0

0 1 2 2 5

2 4 4 1 11

0 0 0 0 0

2 4 4 1 11

3 8 8 4 23

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

1 0 1 0 2

1 0 0 1 2

0 0 0 0 0

2 0 1 1 4

0 0 0 0 0

4 2 3 0 9

0 0 0 0 0

4 2 3 0 9

6 2 4 1 13

Grand Total Apprch % Total %

6 14.6 4.3

34 82.9 24.6

1 2.4 0.7

0 0 0

1 16.7 0.7

2 33.3 1.4

3 50 2.2

0 0 0

1 2.9 0.7

15 44.1 10.9

18 52.9 13

0 0 0

50 87.7 36.2

3 5.3 2.2

4 7 2.9

0 0 0

138

29.7

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 0 2 0 2 03:00 PM 03:15 PM 0 2 0 2 0 03:30 PM 1 6 7 03:45 PM 0 4 0 4 Total Volume 1 14 0 15 % App. Total 6.7 93.3 0 PHF .250 .583 .000 .536

4.3

Business Entrance Westbound

24.6

CR 210 Northbound

41.3

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

0 0 0 0 0 0 .000

0 0 1 0 1 25 .250

0 1 1 1 3 75 .750

0 1 2 1 4

0 0 0 0 0 0 .000

2 0 1 3 6 60 .500

0 2 1 1 4 40 .500

2 2 2 4 10

6 4 6 4 20 80 .833

0 2 1 0 3 12 .375

0 1 1 0 2 8 .500

6 7 8 4 25

10 12 19 13 54

.781

.711

.500

300

.625

Peggy Malone & Associates, Inc. (888) 247-8602 File Name Site Code Start Date Page No

Groups Printed- Combined Business Entrance CR 210 Northbound Eastbound

Mickler Rd. Westbound

Start Time

: 5-CR 210_Mickler Rd_Palm Valley Round-about PM : : 8/16/2016 :1 Palm Valley Rd. Southbound

Right 15 9 9 11 44

Thru 85 99 87 63 334

Left 10 6 9 6 31

Peds 0 0 0 0 0

App. Total

Thru 5 10 10 11 36

Left 18 19 15 21 73

Peds 0 0 0 0 0

Thru 90 61 49 89 289

Left 64 47 67 74 252

Peds 0 0 0 0 0

Thru 12 12 14 16 54

Left 16 12 12 12 52

Peds 0 0 0 0 0

Int. Total

158 115 121 168 562

Right 111 117 126 105 459

App. Total

27 31 27 34 119

Right 4 7 5 5 21

App. Total

110 114 105 80 409

Right 4 2 2 2 10

App. Total

03:00 PM 03:15 PM 03:30 PM 03:45 PM Total

139 141 152 133 565

434 401 405 415 1655

04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

14 8 8 7 37

73 67 74 101 315

11 6 10 15 42

0 0 0 0 0

98 81 92 123 394

5 3 5 3 16

17 16 23 11 67

17 13 10 14 54

0 0 0 0 0

39 32 38 28 137

11 8 7 8 34

129 59 63 69 320

122 105 81 79 387

0 0 0 0 0

262 172 151 156 741

134 117 117 121 489

14 20 15 16 65

11 14 13 8 46

0 0 0 0 0

159 151 145 145 600

558 436 426 452 1872

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

10 24 10 8 52

94 125 111 92 422

9 16 14 19 58

0 0 0 0 0

113 165 135 119 532

5 1 4 9 19

0 6 14 0 20

26 23 29 30 108

0 0 0 0 0

31 30 47 39 147

11 8 11 4 34

73 98 62 65 298

84 89 90 97 360

0 0 0 0 0

168 195 163 166 692

154 133 134 145 566

18 13 20 14 65

6 13 8 12 39

0 0 0 0 0

178 159 162 171 670

490 549 507 495 2041

06:00 PM 06:15 PM 06:30 PM 06:45 PM Total

20 11 6 7 44

80 78 73 55 286

6 13 7 9 35

0 0 0 0 0

106 102 86 71 365

4 8 7 5 24

14 12 9 10 45

26 17 24 20 87

0 0 0 0 0

44 37 40 35 156

7 5 9 9 30

64 62 77 46 249

84 82 92 73 331

0 0 0 0 0

155 149 178 128 610

148 126 111 93 478

16 10 11 12 49

9 11 7 13 40

0 0 0 0 0

173 147 129 118 567

478 435 433 352 1698

Grand Total Apprch % Total %

177 10.4 2.4

1357 79.8 18.7

166 9.8 2.3

0 0 0

1700

69 12.3 0.9

168 30.1 2.3

322 57.6 4.4

0 0 0

559

119 4.6 1.6

1156 44.4 15.9

1330 51.1 18.3

0 0 0

2605

1992 82.9 27.4

233 9.7 3.2

177 7.4 2.4

0 0 0

2402

7266

23.4

Mickler Rd. Southbound Start Time Right Thru Left App. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 10 94 9 113 05:00 PM 05:15 PM 16 24 125 165 05:30 PM 10 111 14 135 05:45 PM 8 92 119 19 Total Volume 52 422 58 532 % App. Total 9.8 79.3 10.9 PHF .542 .844 .763 .806

7.7

Business Entrance Westbound

35.9

CR 210 Northbound

33.1

Palm Valley Rd. Eastbound

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Right

Thru

Left

App. Total

Int. Total

5 1 4 9 19 12.9 .528

0 6 14 0 20 13.6 .357

26 23 29 30 108 73.5 .900

31 30 47 39 147

11 8 11 4 34 4.9 .773

73 98 62 65 298 43.1 .760

84 89 90 97 360 52 .928

168 195 163 166 692

154 133 134 145 566 84.5 .919

18 13 20 14 65 9.7 .813

6 13 8 12 39 5.8 .750

178 159 162 171 670

490 549 507 495 2041

.941

.929

.782

301

.887

APPENDIX C: CRASH LOCATIONS

302

SR A1A at Marlin Ave

SR A1A at Dolphin Blvd

0 0.25 0.5

SR A1A at SR A1ARd Solana at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Corona Rd

SR A1A at Thousand Oaks Dr SR A1A at Sawgrass Village SR A1ADr at PGA Tour Blvd

SR A1A at ATP Tour SR A1A at Blvd Palm Valley Rd SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr

Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Fatal Crashes

Injury Crashes

Property Damage Only Crashes Intersections

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/ Palm Valley Comprehensive Traffic Study 303 Ponte Vedra Crashes (7/1/2011 - 7/1/2012)

Miles

SR A1A at Marlin Ave

SR A1A at Dolphin Blvd

0 0.25 0.5

SR A1A at SR A1ARd Solana at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Corona Rd

SR A1A at Thousand Oaks Dr SR A1A at Sawgrass Village SR A1ADr at PGA Tour Blvd

SR A1A at ATP Tour SR A1A at Blvd Palm Valley Rd SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr

Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Fatal Crashes

Injury Crashes

Property Damage Only Crashes Intersections

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/ Palm Valley Comprehensive Traffic Study 304 Ponte Vedra Crashes (7/2/2012 - 7/1/2013)

Miles

SR A1A at Marlin Ave

SR A1A at Dolphin Blvd

0 0.25 0.5

SR A1A at SR A1ARd Solana at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Corona Rd

SR A1A at Thousand Oaks Dr SR A1A at Sawgrass Village SR A1ADr at PGA Tour Blvd

SR A1A at ATP Tour SR A1A at Blvd Palm Valley Rd SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr

Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Fatal Crashes

Injury Crashes

Property Damage Only Crashes Intersections

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/ Palm Valley Comprehensive Traffic Study 305 Ponte Vedra Crashes (7/2/2013 - 7/1/2014)

Miles

SR A1A at Marlin Ave

SR A1A at Dolphin Blvd

0 0.25 0.5

SR A1A at SR A1ARd Solana at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Corona Rd

SR A1A at Thousand Oaks Dr SR A1A at Sawgrass Village SR A1ADr at PGA Tour Blvd

SR A1A at ATP Tour SR A1A at Blvd Palm Valley Rd SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr

Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Fatal Crashes

Injury Crashes

Property Damage Only Crashes Intersections

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/ Palm Valley Comprehensive Traffic Study 306 Ponte Vedra Crashes (7/2/2014 - 7/1/2015)

Miles

SR A1A at Marlin Ave

SR A1A at Dolphin Blvd

0 0.25 0.5

SR A1A at SR A1ARd Solana at Library Blvd

Solana Rd at North Roscoe Blvd

SR A1A at Corona Rd

SR A1A at Thousand Oaks Dr SR A1A at Sawgrass Village SR A1ADr at PGA Tour Blvd

SR A1A at ATP Tour SR A1A at Blvd Palm Valley Rd SR A1A at Sawgrass Dr

Palm Valley Rd at Canal Blvd

SR A1A at Plantation Dr

Palm Valley Rd at Landrum Ln

SR A1A at Crossroad Lakes Dr SR A1A at Mickler Rd

Palm Valley Rd at Mickler Rd

Legend Fatal Crashes

Injury Crashes

Property Damage Only Crashes Intersections

Palm Valley Rd at Roscoe Blvd

Ponte Vedra/ Palm Valley Comprehensive Traffic Study 307 Ponte Vedra Crashes (7/2/2015 - 7/31/2016)

Miles

APPENDIX D: TIMING PLANS

308

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & CR 210/Palm Valley Rd ID#: System: SR A1A 1 File Name: CR 210/Palm Valley Rd

MOVEMENT

Coord Ø

1 2 3 4 5 6 7 8

MIN

EXT

CLR

RED

2.5

4.8

2.0

MAX1 MAX II

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination WLK

FDW RECALLMem.

Min

MxP SPLITS

6 4 18

3.0 3.0 2.5

4.4 4.8 4.8

2.0 2.0 2.0

20 40 40

30 45 45

Min

MxP

Cycle Lengths Sec

150

110

130

110

1 2 3 4 5 6 7 8

Splits (Seconds) Patterns 4 5 6

105

100

55 16 79

45 16 89

50 15 85

35 16 59

31 16 63

45 15 70

33 16 61

Alternative Table Offsets Cycles Sec 1 2 3

102

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

SPLITS

1 2 3 4 5 6 7 8

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

309

49 9 72

39 9 82

44 8 78

39 8 63

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & ATP Tour Blvd ID#: System: SR A1A 2 File Name: ATP Tour Blvd

MOVEMENT

Coord Ø

1 2 3 4 5 6 7 8

MIN

EXT

CLR

RED

2.5

4.8

2.0

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

MAX1 MAX II

WLK

FDW RECALLMem.

Min

MxP SPLITS

6 4 18

3.0 3.0 2.5

3.4 4.8 4.8

2.9 2.0 2.0

30 20 40

45 45 45

Min

MxP

Cycle Lengths Sec

150

110

130

110

1 2 3 4 5 6 7 8

Splits (Seconds) Patterns 4 5 6

115

104

111

35 23 92

46 18 86

39 18 93

30 13 67

33 13 64

35 16 79

33 15 62

Alternative Table Offsets Cycles Sec 1 2 3

107

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

SPLITS

1 2 3 4 5 6 7 8

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

310

108

104

29 16 85

40 11 79

33 11 86

29 9 72

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & PGA Tour Rd/Country Club Blvd ID#: System: SR A1A 3 File Name: PGA Tour Rd/Country Club Blvd

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.8 4.8

2.0 2.0

6 4 18 4 6

3.0 3.0 2.5 3.0 3.0

150

110

3.4 4.8 4.8 3.4 3.4

3.2 2.0 2.0 2.5 3.2

MAX1 MAX II

20 40 30 20 40 20 30

30 60

WLK

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination FDW RECALLMem.

50 30 60 30 40

130

110

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

14 84

16 82

18 80

14 64

13 66

15 63

13 67

52 32 66 15 37

52 28 70 16 36

52 28 70 14 38

32 22 56 16 16

31 18 61 15 16

52 24 54 15 37

30 20 60 15 15

Alternative Table Offsets Cycles Sec 1 2 3

143

100

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

311

SPLITS

1 2 3 4 5 6 7 8

8 97

10 81

12 84

9 74

27 26 79 10 12

41 22 69 11 25

36 22 74 9 22

29 18 65 10 14

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & L'Atrium Dr/Sawgrass Village Dr ID#: System: SR A1A 4 File Name: L'Atrium Dr/Sawgrass Village Dr

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.9 4.9

2.0 2.0

6 4 18 4 6

3.0 3.0 2.5 3.0 3.0

150

110

3.4 4.8 4.9 3.4 3.4

3.2 2.0 2.0 2.4 3.2

MAX1 MAX II

20 40 30 20 40 20 30

45 60

WLK

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination FDW RECALLMem.

50 45 60 45 45

130

110

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

15 84

14 85

15 84

14 59

13 60

15 64

13 61

51 16 83 20 31

51 20 79 28 23

51 15 84 33 18

37 16 57 20 17

37 15 58 22 15

51 18 61 22 29

36 15 59 22 14

Alternative Table Offsets Cycles Sec 1 2 3

142

100

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

312

SPLITS

1 2 3 4 5 6 7 8

9 91

8 84

9 81

9 69

32 10 90 15 12

40 14 78 23 12

42 9 81 28 9

34 12 66 17 12

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Thousand Oaks Blvd/Ocean Pl ID#: System: SR A1A 5 File Name: Thousand Oaks Blvd/Ocean Pl

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.8 4.8

2.0 2.0

MAX1 MAX II

15 45

30 30

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

WLK

FDW RECALLMem.

6 4 18

3.0 3.0 2.5

3.4 4.8 4.8

3.2 2.0 2.0

25 15 45

30 30 30

3.0

3.4

3.2

150

110

130

110

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

20 75

14 81

15 80

15 75

14 74

14 61

15 75

55 14 81

55 15 80

20 15 75

22 14 74

55 15 60

20 15 75

Alternative Table Offsets Cycles Sec 1 2 3

144

131

100

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

313

SPLITS

1 2 3 4 5 6 7 8

14 99

8 104

9 107

8 82

19 8 105

20 8 104

16 9 107

22 9 81

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Executive Way/School Ent ID#: System: SR A1A 6 File Name: Executive Way/School Ent

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.8 4.8

2.0 2.0

6 4 18 4 6

3.0 3.0 2.5 3.0 3.0

150

110

3.4 4.8 4.8 3.4 3.4

2.9 2.0 2.0 2.2 3.0

MAX1 MAX II

20 40 30 20 40 30 30

45 45

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination WLK

FDW RECALLMem.

45 45 45 45 45

130

110

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

15 88

16 87

15 88

14 64

15 61

14 69

13 64

47 26 77 21 26

47 14 89 14 33

47 15 88 15 32

32 14 64 14 18

34 13 63 12 22

47 14 69 13 34

33 13 64 12 21

Alternative Table Offsets Cycles Sec 1 2 3

118

102

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

314

SPLITS

1 2 3 4 5 6 7 8

9 92

10 91

9 95

8 81

31 20 81 16 10

31 8 93 9 17

28 9 95 10 13

23 8 81 8 10

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Corona Rd (CR 210)/Summerfield Dr ID#: System: SR A1A Flash No Flash Time Schedule 7 File Name: Corona Rd (CR 210)/Summerfield D Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.9 4.9

2.0 2.0

MAX1 MAX II

20 40 30 20 40 30

45 45

6 4 18

3.0 3.0 2.5

3.4 4.9 4.9

3.2 2.0 2.0

45 45 45 45

3.0

3.4

3.2

150

110

130

110

WLK

FDW RECALLMem.

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

21 77

17 81

23 75

18 67

20 63

18 60

19 65

52 14 84

52 15 83

25 14 71

27 15 68

52 14 64

26 13 71

Alternative Table Offsets Cycles Sec 1 2 3

118

101

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

315

SPLITS

1 2 3 4 5 6 7 8

15 89

11 93

17 90

12 74

28 8 96

25 9 98

26 8 78

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Library Blvd ID#: System: SR A1A 8 File Name: Library Blvd

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 4.0

4.8 4.8

2.0 2.0

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

MAX1 MAX II

WLK

FDW RECALLMem.

6 4 18

3.0 3.0 4.0

3.7 4.8 4.8

2.5 2.0 2.0

3.0

3.7

2.4

150

110

130

110

Min

MxP

Cycle Lengths Sec

Offsets Cycles Sec 1 2 3

145

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

316

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

15 98

15 100

15 63

15 61

15 80

15 62

22 23 90

20 21 94

20 23 92

17 20 58

19 20 56

20 22 73

18 20 57

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Solana Rd ID#: System: SR A1A 9 File Name: Solana Rd

MOVEMENT

Coord Ø

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

5 18

3.0 4.0

4.8 4.8

2.0 2.0

5 18 6 6

3.0 4.0 3.0 3.0

150

110

130

110

150

4.8 4.8 3.4 4.0

2.0 2.0 3.0 2.3

MAX1 MAX II

20 50

20 50 40 30

WLK

FDW RECALLMem.

15 65

15 65 20 22

Min

MxP

Cycle Lengths Sec

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

21 61

21 58

19 62

20 47

19 47

18 45

20 49

21 75

20 78

15 67 22 46

15 64 25 46

14 67 23 46

15 52 21 22

16 50 22 22

16 47 21 46

15 54 20 21

15 81 22 32

14 84 21 31

MAX_2 (Seconds) Patterns 5 6 7

Alternative Table Offsets Cycles Sec 1 2 3

SPLITS

134

106

1 2 3 4 5 6 7 8

15 69

14 72

12 57

9 75 16 26

9 75 19 23

8 78 15 25

10 59 15 22

Time 0:00 6:30 7:45 8:45 9:30 14:30 16:15 18:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 2 8 8 2 1 1 2 2 2 3 3 3 3 9 9 3 3 3 3 4 4 2 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 2 6 6 6 7 7 2 Free 1

317

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Marlin Ave ID#: System: SR A1A 10 File Name: Marlin Ave

MOVEMENT

Coord Ø

1 2 3 4 5 6 7 8

MIN

EXT

CLR

RED

2.5

4.8

2.0

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

MAX1 MAX II

WLK

FDW RECALLMem.

Min

MxP SPLITS

6 4 18

3.0 3.0 2.5

3.4 4.8 4.8

3.3 2.0 2.0

25 15 40

30 30 30

Min

MxP

Cycle Lengths Sec

150

110

130

110

1 2 3 4 5 6 7 8

Splits (Seconds) Patterns 4 5 6

125

124

126

105

25 14 111

26 15 109

24 15 111

20 13 77

20 15 75

25 14 91

21 13 76

Alternative Table Offsets Cycles Sec 1 2 3

124

103

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

SPLITS

1 2 3 4 5 6 7 8

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

318

118

117

119

18 7 104

19 8 102

17 8 104

18 7 84

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Ponte Vedra Lakes Blvd ID#: System: SR A1A 11 File Name: Ponte Vedra Lakes Blvd

MOVEMENT

Coord Ø

1 2 3 4 5 6 7 8

MIN

EXT

CLR

RED

2.5

4.8

2.0

MAX1 MAX II

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination WLK

FDW RECALLMem.

Min

MxP SPLITS

6 4 18

3.0 3.0 2.5

3.4 4.8 4.8

3.2 2.0 2.0

25 15 40

45 45 45

Min

MxP

Cycle Lengths Sec

150

110

130

110

1 2 3 4 5 6 7 8

Splits (Seconds) Patterns 4 5 6

119

126

124

105

31 18 101

24 20 106

26 16 108

20 14 76

25 18 87

20 15 75

Alternative Table Offsets Cycles Sec 1 2 3

105

103

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

SPLITS

1 2 3 4 5 6 7 8

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

319

112

119

24 11 94

17 13 99

19 9 101

18 11 80

MAX_2 (Seconds) Patterns 5 6 7 5

FDOT, DISTRIC 2 FINANCIAL NUMBER: PHASE(Ø) TIMING SHEET Location: SR A1A & Marsh Landing Pkwy ID#: System: SR A1A 12 File Name: Marsh Landing Pkwy

MOVEMENT

Coord Ø

MIN

EXT

CLR

RED

1 2 3 4 5 6 7 8

4 18

3.0 2.5

4.8 4.8

2.0 2.0

Flash No Flash Time Schedule Max 1 ALL OTHER TIMES Note Rest in walk+Ped Recall during Coordination

MAX1 MAX II

20 45

2.5

4.8

2.0

3.0

3.4

WLK

FDW RECALLMem.

Min

MxP

Cycle Lengths Sec

150

110

130

110

Splits (Seconds) Patterns 4 5 6

SPLITS

1 2 3 4 5 6 7 8

27 98

28 67

26 79

21 55

23 57

36 54

21 55

125

105

Alternative Table Offsets Cycles Sec 1 2 3

142

116

Time 0:00 6:30 9:30 15:15 19:00 21:30

Day Plan Weekday Pat Split Seq Free 1 1 1 1 2 2 1 3 3 1 4 4 1 Free 1

Time 0:00 7:30 9:30 19:00 22:00

Day Plan Weekend Pat Split Seq Free 1 5 5 1 6 6 1 7 7 1 Free 1 1

320

SPLITS

1 2 3 4 5 6 7 8

20 91

21 60

19 72

29 47

118

MAX_2 (Seconds) Patterns 5 6 7 5

PALM VALLEY ROAD AT LANDRUM LANE CABINET ADDRESS: 4408-1 PALM VALLEY ROAD (BEACHES ENERGY)

LANDRUM LANE

INTERSECTION ID: 103

L 8 R

L 8

PALM VALLEY ROAD

2 1 L1

L 4

PALM VALLEY ROAD

L 4

Ø8

Ø2

Ø1

Ø6

Ø8

Ø6

Ø1

Ø2

SIGNAL OPERATING PLAN SOP 12

Ø3

TIMING FUNCTION

Ø1

Ø2

Ø3

Ø4

Ø5

Ø6

Ø7

Ø8

MINIMUM GREEN (INITIAL)

---

EXTENSION (PASSAGE)

3.0

4.0

---

4.0

---

3.0

MAX GREEN 1

---

YELLOW CLEAR

4.4

---

4.4

---

4.0

ALL RED

2.0

---

2.0

---

2.0

PED WALK

---

PED CLEAR

---

321

UPDATED 2/4/16

SR A1A NORTH AT MICKLER ROAD CABINET ADDRESS: 4495 MICKLER ROAD (BEACHES ENERGY)

PONTE VEDRA BLVD.

INTERSECTION ID: 104

8 L P2

P8 P4

SR A1A

L 2A

L 2B

4 4

2 5

L 4L 5

6 8 L 6B

L 6A

L 4

SR A1A

6 8

L 4

P6 4 L

MICKLER ROAD Ø2 Ø2 Ø5 Ø2

Ø1 Ø5

Ø4

OR Ø8

Ø6

Ø1

SIGNAL OPERATING PLAN SOP 9

Ø5

Ø4

Ø3

Ø8

Ø6

Ø2

TIMING FUNCTION

Ø1

Ø2

Ø3

Ø4

Ø5

Ø6

Ø7

Ø8

MINIMUM GREEN (INITIAL)

4.0

---

6.0

4.0

6.0

EXTENSION (PASSAGE)

3.0

2.5

---

3.0

2.5

---

3.0

MAX GREEN 1

---

YELLOW CLEAR

4.8

---

4.0

4.8

---

3.7

ALL RED

2.0

---

2.0

---

2.1

PED WALK

---

PED CLEAR

---

322

UPDATED 5/27/15

APPENDIX E: SYNCHRO

323

Signalized Existing AM Reports

324

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

493 493 1900

67 67 1900 6.0 1.00 0.99 0.96 1771 0.96 1771 0.85 79 2 715 NA 4

49 49 1900

4 4 1900

11 11 1900

0.85 5 0 0 Split 8

21 21 1900 6.8 1.00 1.00 0.95 1770 0.46 850 0.85 25 0 25 pm+pt 1 6 23.5 23.5 0.23 6.8 3.0 215 0.00 0.02 0.12 31.0 1.00 0.2 31.2 C

176 176 1900 6.8 1.00 1.00 1.00 1863 1.00 1863 0.85 207 0 207 NA 6

379 379 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.85 446 354 92 Perm

72 72 1900 6.8 1.00 1.00 0.95 1770 0.50 924 0.85 85 0 85 pm+pt 5 2 25.3 25.3 0.25 6.8 3.0 254 c0.01 0.07 0.33 31.3 1.00 0.8 32.1 C

193 193 1900 6.8 1.00 0.99 1.00 1838 1.00 1838 0.85 227 3 246 NA 2

19 19 1900

0.85 58 0 0

52 52 1900 5.8 1.00 0.98 1.00 1816 1.00 1816 0.85 61 6 73 NA 8

0.85 580 0 0 Split 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

44.8 44.8 0.44 6.0 3.0 774 c0.40

7.8 7.8 0.08 5.8 3.0 138 c0.04

0.92 27.2 1.00 16.5 43.7 D 43.7 D

0.53 45.5 1.00 3.6 49.1 D 49.1 D 39.6 0.78 102.4 75.8% 15

0.85 13 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

21.2 21.2 0.21 6.8 2.5 385 0.11 0.54 36.2 1.00 1.1 37.4 D 35.3 D

6 21.2 21.2 0.21 6.8 2.5 327 0.06 0.28 34.2 1.00 0.3 34.5 C

0.85 22 0 0

22.1 22.1 0.22 6.8 2.5 396 c0.13 0.62 36.4 1.00 2.6 39.0 D 37.2 D

D 25.4 D

Synchro 9 Report Page 1 325

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

04/04/2017

EBL

EBR

NBL

NBT

SBT

617 617 1900 6.4 0.97 0.99 0.95 3427 0.95 3427 0.91 678 2 705 Prot 4

26 26 1900

30 30 1900 6.8 1.00 1.00 0.95 1770 0.26 477 0.91 33 0 33 pm+pt 5 2 98.8 98.8 0.66 6.8 3.0 360 0.00 0.06 0.09 10.5 1.00 0.1 10.6 B

1013 1013 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.91 1113 0 1113 NA 2

778 443 778 443 1900 1900 6.8 6.4 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.91 0.91 855 487 0 82 855 405 NA pm+ov 6 4 6 86.6 124.6 86.6 124.6 0.58 0.83 6.8 6.4 2.5 3.0 2043 1314 0.24 0.08 0.18 0.42 0.31 17.7 2.9 0.85 0.00 0.5 0.1 15.6 0.1 B A 10.0 B

38.0 38.0 0.25 6.4 3.0 868 c0.21 0.81 52.6 1.00 5.8 58.5 E 58.5 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.91 29 0 0

21.9 0.60 150.0 57.4% 15

98.8 98.8 0.66 6.8 2.5 2331 c0.31 0.48 12.7 1.00 0.7 13.5 B 13.4 B

SBR

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

C 20.0 B

Synchro 9 Report Page 3 326

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

177 177 1900 6.3 1.00 1.00 0.95 1770 0.95 1770 0.89 199 0 199 Prot 4

85 85 1900 6.3 1.00 0.85 1.00 1583 1.00 1583 0.89 96 82 14 Perm

94 94 1900 6.8 1.00 1.00 0.95 1770 0.16 293 0.89 106 0 106 pm+pt 5 2 114.8 114.8 0.77 6.8 3.0 302 0.02 0.25 0.35 8.4 1.09 0.6 9.7 A

1536 1536 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.89 1726 0 1726 NA 2

1136 1136 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.89 1276 0 1276 NA 6

186 186 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.89 209 31 178 Perm

114.8 114.8 0.77 6.8 2.5 2708 c0.49

100.1 100.1 0.67 6.8 2.5 2361 0.36

0.64 8.1 1.43 1.0 12.5 B 12.3 B

0.54 13.0 1.54 0.7 20.7 C 20.8 C

22.1 22.1 0.15 6.3 3.0 260 c0.11 0.77 61.5 1.00 12.6 74.0 E 67.9 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 22.1 22.1 0.15 6.3 3.0 233 0.01 0.06 55.0 1.00 0.1 55.1 E

20.3 0.69 150.0 63.2% 15

6 100.1 100.1 0.67 6.8 2.5 1056 0.11 0.17 9.4 2.23 0.3 21.1 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

C 19.9 B

Synchro 9 Report Page 4 327

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

79 79 1900 5.9 1.00 1.00 0.95 1770 0.46 851 0.94 84 0 84 pm+pt 7 4 25.8 25.8 0.17 5.9 3.0 206 c0.03 0.04 0.41 54.1 1.00 1.3 55.4 E

26 26 1900 6.6 1.00 0.87 1.00 1613 1.00 1613 0.94 28 196 69 NA 4

223 223 1900

32 32 1900

0.94 237 0 0

0.94 34 0 0 Perm

16 73 16 73 1900 1900 6.6 6.8 1.00 1.00 1.00 0.85 0.97 1.00 1803 1583 0.65 1.00 1207 1583 0.94 0.94 17 78 0 69 51 9 NA pm+ov 8 1 8 10.1 17.0 10.1 17.0 0.07 0.11 6.6 6.8 3.0 3.0 81 179 0.00 c0.04 0.00 0.63 0.05 68.1 59.3 1.00 1.00 14.3 0.1 82.5 59.4 F E 68.5 E

242 242 1900 6.8 1.00 1.00 0.95 1770 0.11 208 0.94 257 0 257 pm+pt 5 2 110.8 110.8 0.74 6.8 3.0 371 c0.10 c0.41 0.69 26.6 1.83 4.3 53.1 D

1425 1425 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.94 1516 0 1516 NA 2

18 18 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.94 19 7 12 Perm

50 50 1900 6.8 1.00 1.00 0.95 1770 0.13 236 0.94 53 0 53 pm+pt 1 6 90.0 90.0 0.60 6.8 3.0 212 0.01 0.14 0.25 14.2 0.73 0.5 10.9 B

1236 1236 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.94 1315 0 1315 NA 6

64 64 1900 5.9 1.00 0.85 1.00 1583 1.00 1583 0.94 68 64 4 Over 7

83.1 83.1 0.55 6.8 2.5 1960 0.37

9.8 9.8 0.07 5.9 3.0 103 0.00

0.67 23.7 0.64 1.6 16.7 B 18.9 B

0.04 65.7 1.00 0.1 65.9 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

25.8 25.8 0.17 6.6 3.0 277 0.04 0.25 53.7 1.00 0.5 54.2 D 54.5 D 22.8 0.69 150.0 90.0% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

97.1 97.1 0.65 6.8 2.5 2290 c0.43 0.66 16.3 0.56 1.2 10.3 B 16.4 B

2 97.1 97.1 0.65 6.8 2.5 1024 0.01 0.01 9.4 1.00 0.0 9.4 A

C 26.1 E

Synchro 9 Report Page 5 328

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

110 110 1900 5.8 1.00 1.00 0.95 1770 0.46 854 0.95 116 0 116 pm+pt 7 4 29.8 29.8 0.20 5.8 3.0 254 c0.04 0.05 0.46 51.7 1.00 1.3 53.0 D

4 4 1900 6.6 1.00 0.87 1.00 1612 1.00 1612 0.95 4 28 11 NA 4

33 33 1900

47 47 1900

0.95 35 0 0

0.95 49 0 0 Perm

5 100 5 100 1900 1900 6.6 6.9 1.00 1.00 1.00 0.85 0.96 1.00 1782 1583 0.72 1.00 1337 1583 0.95 0.95 5 105 0 83 54 22 NA pm+ov 8 1 8 10.1 16.6 10.1 16.6 0.07 0.11 6.6 6.9 3.0 3.0 90 175 0.01 c0.04 0.01 0.60 0.13 68.0 60.2 1.00 1.00 10.3 0.3 78.3 60.5 E E 66.5 E

57 57 1900 6.8 1.00 1.00 0.95 1770 0.14 265 0.95 60 0 60 pm+pt 5 2 99.3 99.3 0.66 6.8 3.0 235 c0.01 0.16 0.26 12.1 0.34 0.5 4.6 A

1509 1509 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 1588 0 1588 NA 2

11 11 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 12 5 7 Perm

34 34 1900 6.9 1.00 1.00 0.95 1770 0.09 161 0.95 36 0 36 pm+pt 1 6 100.4 100.4 0.67 6.9 3.0 177 0.01 0.13 0.20 15.3 0.85 0.5 13.5 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

29.8 29.8 0.20 6.6 3.0 320 0.01 0.03 48.5 1.00 0.0 48.5 D 51.8 D 19.5 0.66 150.0 71.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

93.3 93.3 0.62 6.9 2.5 2201 c0.45 0.72 19.4 0.47 1.6 10.8 B 10.6 B

2 93.3 93.3 0.62 6.9 2.5 984 0.00 0.01 10.8 1.00 0.0 10.8 B

SBT

SBR

1270 235 1270 235 1900 1900 6.9 5.8 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.95 0.95 1337 247 0 69 1337 178 NA pm+ov 6 7 6 93.9 107.8 93.9 107.8 0.63 0.72 6.9 5.8 2.5 3.0 2215 1137 0.38 0.01 0.10 0.60 0.16 16.9 6.7 1.05 5.05 1.1 0.1 18.8 33.8 B C 20.9 C

B 26.2 C

Synchro 9 Report Page 6 329

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

83 83 1900

0 0 1900 6.6 1.00 0.94 0.97 1708 0.78 1372 0.95 0 70 80 NA 4

60 60 1900

29 29 1900 6.6 1.00 1.00 0.95 1770 0.60 1116 0.95 31 0 31 Perm

0 0 1900 6.6 1.00 0.85 1.00 1583 1.00 1583 0.95 0 64 7 NA 8

67 67 1900

15 15 1900 6.8 1.00 1.00 0.95 1770 0.15 271 0.95 16 0 16 pm+pt 5 2 107.6 107.6 0.72 6.8 3.0 218 0.00 0.05 0.07 6.8 0.46 0.1 3.2 A

1705 1705 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 1795 0 1795 NA 2

14 14 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 15 4 11 Perm

104 104 1900 6.8 1.00 1.00 0.95 1770 0.07 133 0.95 109 0 109 pm+pt 1 6 122.5 122.5 0.82 6.8 3.0 223 c0.03 0.36 0.49 17.7 2.22 1.3 40.7 D

1450 1450 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 1526 0 1526 NA 6

25 25 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 26 6 20 Perm

0.95 87 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.95 63 0 0

8 14.1 14.1 0.09 6.6 3.0 104

14.1 14.1 0.09 6.6 3.0 128 c0.06 0.63 65.4 1.00 9.2 74.6 E 74.6 E

0.03 0.30 63.3 1.00 1.6 64.9 E

17.3 0.70 150.0 84.7% 15

0.95 71 0 0

14.1 14.1 0.09 6.6 3.0 148 0.00 0.05 61.8 1.00 0.1 62.0 E 62.9 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

105.2 105.2 0.70 6.8 2.5 2482 c0.51 0.72 13.6 1.15 1.4 17.0 B 16.8 B

2 105.2 105.2 0.70 6.8 2.5 1110 0.01 0.01 6.7 1.00 0.0 6.7 A

113.3 113.3 0.76 6.8 2.5 2673 c0.43 0.57 7.9 0.91 0.7 7.9 A 10.0 A

6 113.3 113.3 0.76 6.8 2.5 1195 0.01 0.02 4.5 1.00 0.0 4.6 A

B 20.2 E

Synchro 9 Report Page 7 330

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1900

5 5 1900 6.6 1.00 0.94 0.98 1716 0.85 1486 0.95 5 12 22

14 14 1900

160 160 1900

0.95 15 0 0

0.95 168 0 0

2 2 1900 6.6 1.00 1.00 0.95 1775 0.70 1311 0.95 2 0 170

144 144 1900 6.6 1.00 0.85 1.00 1583 1.00 1583 0.95 152 107 45

10 10 1900 6.9 1.00 1.00 0.95 1770 0.11 208 0.95 11 0 11

1645 1645 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 1732 0 1732

158 158 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 166 60 106

77 77 1900 6.9 1.00 1.00 0.95 1770 0.06 118 0.95 81 0 81

1508 1508 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 1587 0 1587

NA 8

Perm

pm+pt 5 2 98.3 98.3 0.66 6.9 3.0 161 0.00 0.04 0.07 11.8 0.69 0.1 8.2 A

NA 2

Perm

pm+pt 1 6 110.7 110.7 0.74 6.9 3.0 181 c0.03 0.30 0.45 20.1 1.00 1.8 21.8 C

NA 6

7 7 1900 6.9 1.00 0.85 1.00 1425 1.00 1425 0.95 7 2 5 0 Perm

0.95 14 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 4

Perm 8

25.1 25.1 0.17 6.6 3.0 248 0.01 0.09 52.8 1.00 0.2 52.9 D 52.9 D

25.1 25.1 0.17 6.6 3.0 219 c0.13 0.78 59.8 1.00 15.7 75.5 E 65.3 E

16.3 0.76 150.0 82.4% 15

8 25.1 25.1 0.17 6.6 3.0 264 0.03 0.17 53.5 1.00 0.3 53.8 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

95.9 95.9 0.64 6.9 2.5 2262 c0.49 0.77 19.1 0.34 1.8 8.4 A 8.0 A

2 95.9 95.9 0.64 6.9 2.5 1012 0.07 0.10 10.5 0.36 0.2 3.9 A

102.1 102.1 0.68 6.9 2.5 2408 c0.45 0.66 13.9 1.00 1.4 15.3 B 15.6 B

6 102.1 102.1 0.68 6.9 2.5 969 0.00 0.00 7.7 1.00 0.0 7.7 A

B 20.4 E

Synchro 9 Report Page 8 331

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 6.2 1.00 1.00 0.95 1770 0.95 1770 0.97 20 0 20 Prot 4

0 0 1900

151 151 1900 6.2 1.00 0.85 1.00 1583 1.00 1583 0.97 156 144 12 Prot 4

0 0 1900

0 0 1900 6.1 1.00 0.86 1.00 1611 1.00 1611 0.97 0 2 0 NA 8

2 2 1900

73 73 1900 6.8 1.00 1.00 0.95 1770 0.07 124 0.97 75 0 75 pm+pt 5 2 65.7 65.7 0.69 6.8 3.0 186 c0.02 0.25 0.40 13.3 1.00 1.4 14.7 B

1571 1571 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.97 1620 0 1620 NA 2

0 0 1900

1 1 1900 6.8 1.00 1.00 0.95 1770 0.10 183 0.97 1 0 1 pm+pt 1 6 55.9 55.9 0.59 6.8 3.0 122 0.00 0.00 0.01 10.1 1.00 0.0 10.1 B

1591 1591 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.97 1640 0 1640 NA 6

67 67 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 69 29 40 Perm

0.97 0 0 0

7.2 7.2 0.08 6.2 3.0 134 c0.01

7.2 7.2 0.08 6.2 3.0 120 0.01

0.15 41.0 1.00 0.5 41.5 D

0.10 40.8 1.00 0.4 41.2 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

41.2 D

16.7 0.71 94.9 74.2% 15

0.97 0 0 0 8

0.97 2 0 0

1.0 1.0 0.01 6.1 3.0 16 c0.00 0.00 46.5 1.00 0.0 46.5 D 46.5 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

0.97 0 0 0

59.9 59.9 0.63 6.8 4.0 2233 c0.46 0.73 11.9 1.00 1.3 13.2 B 13.3 B

55.0 55.0 0.58 6.8 4.0 2051 c0.46 0.80 15.6 1.00 2.4 18.0 B 17.7 B

6 55.0 55.0 0.58 6.8 4.0 917 0.03 0.04 8.6 1.00 0.0 8.6 A

B 25.9 D

Synchro 9 Report Page 2 332

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

595 595 1900 6.4 0.97 1.00 0.95 3433 0.95 3433 0.97 613 0 613 Split 8

96 96 1900 6.4 1.00 0.93 1.00 1737 1.00 1737 0.97 99 20 160 NA 8

79 79 1900

99 99 1900

0.97 81 0 0

0.97 102 0 0 Split 7

61 61 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.97 63 0 63 Prot 5

1472 1472 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.97 1518 0 1518 NA 2

59 59 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 61 33 28 Perm

93 93 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.97 96 0 96 Prot 1

27.2 27.2 0.18 6.4 3.0 622 c0.18

27.2 27.2 0.18 6.4 3.0 314 0.09

6.7 6.7 0.04 6.8 3.0 79 0.04

69.2 69.2 0.46 6.8 4.0 1632 c0.43

0.99 61.2 1.00 32.1 93.3 F

0.51 55.4 1.00 1.4 56.8 E 85.0 F

43 186 43 186 1900 1900 6.4 6.8 1.00 1.00 1.00 0.85 0.97 1.00 1800 1583 0.97 1.00 1800 1583 0.97 0.97 44 192 0 102 146 90 NA pm+ov 7 1 7 14.9 27.2 14.9 27.2 0.10 0.18 6.4 6.8 3.0 3.0 178 287 c0.08 0.03 0.03 0.82 0.32 66.2 53.3 1.00 1.00 25.1 0.6 91.3 53.9 F D 70.1 E

0.80 71.0 1.00 41.2 112.1 F

0.93 38.1 1.00 10.9 49.0 D 50.5 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

51.6 0.95 150.0 92.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

2 69.2 69.2 0.46 6.8 4.0 730 0.02 0.04 22.2 1.00 0.1 22.3 C

12.3 12.3 0.08 6.8 3.0 145 0.05 0.66 66.8 1.19 7.1 86.9 F

SBT

SBR

1481 421 1481 421 1900 1900 6.8 6.4 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1527 434 0 139 1527 295 NA pm+ov 6 8 6 74.8 102.0 74.8 102.0 0.50 0.68 6.8 6.4 4.0 3.0 1764 1143 c0.43 0.05 0.14 0.87 0.26 33.2 9.3 0.89 3.89 4.0 0.1 33.4 36.3 C D 36.5 D

D 26.4 F

Synchro 9 Report Page 9 333

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

146 146 1900 6.7 1.00 1.00 0.95 1770 0.95 1770 0.95 154 0 154 Prot 4

58 58 1900 6.7 1.00 0.85 1.00 1583 1.00 1583 0.95 61 35 26 Perm

20 20 1900 6.8 1.00 1.00 0.95 1770 0.04 81 0.95 21 0 21 pm+pt 5 2 119.8 119.8 0.80 6.8 3.0 106 0.00 0.15 0.20 18.2 1.35 0.5 25.1 C

2278 2278 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2398 0 2398 NA 2

1978 1978 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2082 0 2082 NA 6

34 34 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 36 8 28 Perm

119.8 119.8 0.80 6.8 2.5 2826 c0.68

109.3 109.3 0.73 6.8 2.5 2578 0.59

0.85 9.4 1.62 1.8 17.1 B 17.1 B

0.81 13.4 1.00 2.8 16.3 B 16.1 B

16.7 16.7 0.11 6.7 3.0 197 c0.09 0.78 64.9 1.00 18.0 82.9 F 76.6 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 16.7 16.7 0.11 6.7 3.0 176 0.02 0.15 60.2 1.00 0.4 60.6 E

19.4 0.88 150.0 82.3% 15

6 109.3 109.3 0.73 6.8 2.5 1153 0.02 0.02 5.6 1.00 0.0 5.7 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

B 20.3 E

Synchro 9 Report Page 10 334

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

178 178 1900 6.0 1.00 1.00 0.95 1770 0.95 1770 0.89 200 0 200 Prot 8

168 168 1900 6.0 1.00 0.85 1.00 1583 1.00 1583 0.89 189 150 39 Perm

172 172 1900 6.4 1.00 1.00 0.95 1770 0.31 577 0.89 193 0 193 pm+pt 1 6 32.5 32.5 0.57 6.4 3.0 501 0.06 0.17 0.39 7.0 1.00 0.5 7.5 A

505 505 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 567 0 567 NA 6

337 337 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 379 0 379 NA 2

134 134 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.89 151 103 48 Perm

32.5 32.5 0.57 6.4 4.0 1067 c0.30

18.0 18.0 0.32 6.4 4.0 591 c0.20

0.53 7.4 1.00 0.7 8.1 A 7.9 A

0.64 16.6 1.00 2.7 19.2 B 17.7 B

11.8 11.8 0.21 6.0 3.0 368 c0.11 0.54 20.0 1.00 1.6 21.7 C 20.1 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 11.8 11.8 0.21 6.0 3.0 329 0.02 0.12 18.2 1.00 0.2 18.4 B

13.8 0.64 56.7 52.8% 15

2 18.0 18.0 0.32 6.4 4.0 502 0.03 0.10 13.6 1.00 0.1 13.7 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

B 18.8 A

Synchro 9 Report Page 11 335

Unsignalized Existing AM Reports

336

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

21.9

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

7 563 32 7 563 32 0 0 0 Free Free Free - None 380 - 380 0 0 86 86 86 2 2 2 8 655 37

12 697 10 12 697 10 0 0 0 Free Free Free - None 425 0 0 86 86 86 2 2 2 14 810 12

85 0 49 85 0 49 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 99 0 57

16 0 24 16 0 24 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 19 0 28

Minor1 1529 1521 655 671 671 858 850 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 ~ 96 118 466 446 455 352 377 -

Minor2 1543 1515 816 844 844 699 671 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 94 119 377 358 379 430 455 -

Major/Minor Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2

Major1 822 4.12 2.218 807 -

Approach HCM Control Delay, s HCM LOS

SE 0.1

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

807 -

0 -

NELn1 NWL NWT NWR 124 932 1.257 0.015 232.3 8.9 F A 9.9 0 $: Delay exceeds 300s

Major2 655 4.12 2.218 932 -

0 -

932 -

0 -

NW 0.1

SEL 807 0.01 9.5 A 0

~ 87 ~ 87 442 321 NE 232.3 F

115 115 450 371

466 -

81 81 354 374

116 116 373 450

377 -

SW 38.5 E

SET SERSWLn1 - 153 - 0.304 - 38.5 E 1.2

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

*: All major volume in platoon

Synchro 9 Report Page 2 337

HCM 2010 TWSC 19: SR A1A & Plantation Dr

04/04/2017

8 EBL

EBR

NBL

NBT

SBT SBR

77 77 0 Stop 0 0 0 84 2 92

7 7 0 Stop None 84 2 8

22 791 22 791 0 0 Free Free - None 465 0 0 84 84 2 2 26 942

596 104 596 104 0 0 Free Free - None - 260 0 0 84 84 2 2 710 124

Minor2 1704 710 994 6.42 5.42 5.42 3.518 101 487 358

710 6.22 3.318 434 -

Major1 710 4.12 2.218 889 -

98 98 487 348

434 -

889 -

Approach HCM Control Delay, s HCM LOS

EB 150.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 889 0.029 9.2 A 0.1

0 -

NB 0.2

NBT EBLn1 - 105 - 0.952 - 150.3 F 5.8

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

Synchro 9 Report Page 3 338

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

04/04/2017

18.7

EBL

EBT EBR

WBL WBT WBR

NBL

53 1 10 53 1 10 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 62 1 12

36 2 122 36 2 122 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 42 2 142

21 859 28 21 859 28 0 0 0 Free Free Free - None 150 - 150 0 0 86 86 86 2 2 2 24 999 33

Minor2 1563 2062 1014 1014 549 1048 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 76 54 256 314 488 303

Approach HCM Control Delay, s HCM LOS

EB $ 365.8 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

~ 44 ~ 44 249 342

NBL 870 0.028 9.3 A 0.1

42 42 249 295

365 6.94 3.32 632 632 -

Minor1 1697 2062 1048 1048 649 1014 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 60 54 244 303 425 314 48 48 237 330

42 42 295 249

499 6.94 3.32 517 -

Major1 730 4.14 2.22 870 -

517 -

870 -

WB 68 F

0 -

SBL

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

SBT SBR

122 628 32 122 628 32 0 0 0 Free Free Free - None 230 - 375 0 0 86 86 86 2 2 2 142 730 37 Major2 999 4.14 2.22 689 -

NB 0.2

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 44 632 48 517 689 - 1.427 0.018 0.921 0.274 0.206 -$ 431.5 10.8 239.3 14.6 11.6 F B F B B 6.2 0.1 3.8 1.1 0.8

$: Delay exceeds 300s

NBT NBR

689 -

0 -

SB 1.8

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4 339

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

57.7

EBL

EBR

NBL

NBT

SBT SBR

32 32 0 Stop 0 0 0 92 2 35

61 61 0 Stop None 92 2 66

17 17 0 Free 185 92 2 18

2268 2268 0 Free None 0 0 92 2 2465

1925 11 1925 11 0 0 Free Free - None - 150 0 0 92 92 2 2 2092 12

Minor2 3362 2092 1270 6.84 5.84 5.84 3.52 ~6 81 228

1046 6.94 3.32 225 -

Major1 2092 4.14 2.22 260 -

~6 ~6 81 212

225 -

260 -

Approach HCM Control Delay, s HCM LOS

EB $ 2673.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 260 0.071 19.9 C 0.2

0 -

NB 0.1

NBT EBLn1 17 - 5.946 $- 2673.3 F - 13.3

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 340

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.8 EBL

EBR

NBL

NBT

SBT SBR

19 19 0 Stop 0 0 0 96 2 20

16 16 0 Stop None 96 2 17

11 334 11 334 0 0 Free Free - None 0 0 96 96 2 2 11 348

251 6 251 6 0 0 Free Free - None 0 0 96 96 2 2 261 6

Minor2 636 265 371 6.42 5.42 5.42 3.518 442 779 698

265 6.22 3.318 774 -

Major1 268 4.12 2.218 1296 -

437 437 779 690

774 -

1296 -

Approach HCM Control Delay, s HCM LOS

EB 12.1 B

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1296 0.009 7.8 A 0

0 -

NB 0.2

NBT EBLn1 - 546 - 0.067 0 12.1 A B 0.2

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

Synchro 9 Report Page 6 341

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

86.9

NWL

NWR

NET NER

SWL SWT

174 174 0 Stop 0 0 0 94 2 185

11 11 0 Stop None 325 94 2 12

960 268 960 268 0 0 Free Free - None 0 0 0 94 94 2 2 1021 285

42 884 42 884 0 0 Free Free - None 250 0 0 94 94 2 2 45 940

Minor1 2051 1021 1030 6.42 5.42 5.42 3.518 ~ 61 348 344

1021 6.22 3.318 287 -

~ 57 ~ 57 348 321

287 -

Approach HCM Control Delay, s HCM LOS

NW $ 1095.7 F

Major1 0 -

0 -

NE 0

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NET NERNWLn1NWLn2 SWL SWT 57 287 680 - 3.247 0.041 0.066 $- 1163.8 18.1 10.7 F C B - 19.6 0.1 0.2 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

Major2 1021 4.12 2.218 680 680 -

0 -

SW 0.5

*: All major volume in platoon

Synchro 9 Report Page 1 342

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

06/26/2017

3.1 EBL

EBT EBR

WBL WBT WBR

NBL

67 0 37 67 0 37 0 0 0 Stop Stop Stop - None - 150 0 0 97 97 97 2 2 2 69 0 38

1 0 1 1 0 1 0 0 0 Stop Stop Stop - None 0 0 97 97 97 2 2 2 1 0 1

50 648 0 50 648 0 0 0 0 Free Free Free - Yield 215 0 0 0 97 97 97 2 2 2 52 668 0

Minor2 1209 1208 435 437 437 772 771 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 160 183 621 598 579 392 410 -

Minor1 1208 1208 668 771 771 437 437 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 160 183 458 393 410 598 579 -

154 154 570 373

174 174 578 391

621 -

EB 33.7 D NBL 1125 0.046 8.4 A 0.1

145 145 375 561

174 174 391 578

458 -

WB 21.5 C

Major1 435 4.12 2.218 1125 1125 NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL - 154 621 220 922 - 0.449 0.061 0.009 0.001 - 46.1 11.2 21.5 8.9 E B C A 2 0.2 0 0

Ponte Vedra/Palm Valley 09/14/2016 Existing AM Peak

NBT NBR

0 -

SBL

SBT SBR

1 422 35 1 422 35 0 0 0 Free Free Free - Yield 0 - 125 0 0 97 97 97 2 2 2 1 435 36 Major2 668 4.12 2.218 922 922 -

0 -

SB 0

SBT SBR -

Synchro 9 Report Page 1 343

Signalized Existing PM Reports

344

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

332 332 1900

35 35 1900 6.0 1.00 0.99 0.96 1767 0.96 1767 0.97 36 4 412 NA 4

37 37 1900

18 18 1900

29 29 1900

0.97 19 0 0 Split 8

30 30 1900 6.8 1.00 1.00 0.95 1770 0.58 1086 0.97 31 0 31 pm+pt 1 6 23.9 23.9 0.30 6.8 3.0 344 0.00 0.02 0.09 19.8 1.00 0.1 19.9 B

321 321 1900 6.8 1.00 1.00 1.00 1863 1.00 1863 0.97 331 0 331 NA 6

431 431 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 444 322 122 Perm

41 41 1900 6.8 1.00 1.00 0.95 1770 0.40 751 0.97 42 0 42 pm+pt 5 2 23.9 23.9 0.30 6.8 3.0 251 c0.00 0.05 0.17 20.1 1.00 0.3 20.4 C

207 207 1900 6.8 1.00 0.99 1.00 1851 1.00 1851 0.97 213 1 221 NA 2

9 9 1900

0.97 38 0 0

56 56 1900 5.8 1.00 0.96 0.99 1776 0.99 1776 0.97 58 16 91 NA 8

0.97 342 0 0 Split 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

22.4 22.4 0.28 6.0 3.0 498 c0.23

7.7 7.7 0.10 5.8 3.0 172 c0.05

0.83 26.7 1.00 10.9 37.6 D 37.6 D

0.53 34.1 1.00 2.9 37.0 D 37.0 D 28.7 0.69 79.4 65.7% 15

0.97 30 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

21.9 21.9 0.28 6.8 2.5 513 c0.18 0.65 25.3 1.00 2.5 27.8 C 24.8 C

6 21.9 21.9 0.28 6.8 2.5 436 0.08 0.28 22.6 1.00 0.3 22.8 C

0.97 9 0 0

21.9 21.9 0.28 6.8 2.5 510 0.12 0.43 23.6 1.00 0.4 24.1 C 23.5 C

C 25.4 C

Synchro 9 Report Page 1 345

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

EBL

EBR

NBL

NBT

506 506 1900 6.4 0.97 0.99 0.95 3424 0.95 3424 0.96 527 3 551 Prot 4

26 26 1900

27 27 1900 6.8 1.00 1.00 0.95 1770 0.18 329 0.96 28 0 28 pm+pt 5 2 105.3 105.3 0.70 6.8 3.0 269 0.00 0.07 0.10 9.6 1.00 0.2 9.8 A

833 833 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.96 868 0 868 NA 2

31.5 31.5 0.21 6.4 3.0 719 c0.16 0.77 55.8 1.00 4.9 60.7 E 60.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 27 0 0

20.8 0.59 150.0 57.0% 15

105.3 105.3 0.70 6.8 2.5 2484 c0.25 0.35 8.8 1.00 0.4 9.2 A 9.2 A

04/04/2017

SBT

SBR

1111 653 1111 653 1900 1900 6.8 6.4 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.96 0.96 1157 680 0 109 1157 571 NA pm+ov 6 4 6 94.5 126.0 94.5 126.0 0.63 0.84 6.8 6.4 2.5 3.0 2229 1329 c0.33 0.09 0.27 0.52 0.43 15.3 3.0 1.41 0.40 0.6 0.2 22.0 1.3 C A 14.4 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

C 20.0 B

Synchro 9 Report Page 3 346

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

295 295 1900 6.3 1.00 1.00 0.95 1770 0.95 1770 0.97 304 0 304 Prot 4

144 144 1900 6.3 1.00 0.85 1.00 1583 1.00 1583 0.97 148 115 33 Perm

85 85 1900 6.8 1.00 1.00 0.95 1770 0.06 120 0.97 88 0 88 pm+pt 5 2 107.2 107.2 0.71 6.8 3.0 177 0.03 0.33 0.50 21.5 1.36 2.0 31.2 C

1254 1254 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.97 1293 0 1293 NA 2

1620 1620 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.97 1670 0 1670 NA 6

227 227 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 234 31 203 Perm

107.2 107.2 0.71 6.8 2.5 2529 c0.37

92.1 92.1 0.61 6.8 2.5 2172 c0.47

0.51 9.6 1.86 0.7 18.5 B 19.4 B

0.77 21.2 0.77 1.6 17.8 B 17.2 B

29.7 29.7 0.20 6.3 3.0 350 c0.17 0.87 58.3 1.00 19.8 78.0 E 68.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 29.7 29.7 0.20 6.3 3.0 313 0.02 0.10 49.3 1.00 0.1 49.4 D

24.2 0.79 150.0 82.4% 15

6 92.1 92.1 0.61 6.8 2.5 971 0.13 0.21 12.8 0.96 0.3 12.6 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

C 19.9 E

Synchro 9 Report Page 4 347

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

113 113 1900 5.9 1.00 1.00 0.95 1770 0.50 927 0.95 119 0 119 pm+pt 7 4 27.8 27.8 0.19 5.9 3.0 217 0.03 0.07 0.55 53.9 1.00 2.8 56.7 E

34 34 1900 6.6 1.00 0.86 1.00 1610 1.00 1610 0.95 36 169 213 NA 4

329 329 1900

24 24 1900

0.95 346 0 0

0.95 25 0 0 Perm

44 71 44 71 1900 1900 6.6 6.8 1.00 1.00 1.00 0.85 0.98 1.00 1831 1583 0.20 1.00 365 1583 0.95 0.95 46 75 0 64 71 11 NA pm+ov 8 1 8 13.8 22.1 13.8 22.1 0.09 0.15 6.6 6.8 3.0 3.0 33 233 0.00 c0.19 0.00 2.15 0.05 68.1 54.9 1.00 1.00 605.4 0.1 673.5 55.0 F D 355.8 F

247 247 1900 6.8 1.00 1.00 0.95 1770 0.05 97 0.95 260 0 260 pm+pt 5 2 108.8 108.8 0.73 6.8 3.0 322 c0.12 c0.47 0.81 47.6 1.25 12.1 71.7 E

1382 1382 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 1455 0 1455 NA 2

20 20 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

74 74 1900 6.8 1.00 1.00 0.95 1770 0.13 250 0.95 78 0 78 pm+pt 1 6 87.7 87.7 0.58 6.8 3.0 230 0.02 0.18 0.34 15.4 0.64 0.6 10.4 B

1478 1478 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 1556 0 1556 NA 6

67 67 1900 5.9 1.00 0.85 1.00 1583 1.00 1583 0.95 71 67 4 Over 7

79.4 79.4 0.53 6.8 2.5 1873 0.44

8.1 8.1 0.05 5.9 3.0 85 0.00

0.83 29.7 0.51 3.2 18.2 B 19.9 B

0.05 67.3 1.00 0.2 67.4 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

27.8 27.8 0.19 6.6 3.0 298 c0.13 0.71 57.4 1.00 7.8 65.2 E 63.2 E 37.8 0.98 150.0 95.0% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

93.7 93.7 0.62 6.8 2.5 2210 0.41 0.66 17.9 0.62 1.4 12.5 B 21.3 C

2 93.7 93.7 0.62 6.8 2.5 988 0.01 0.01 10.7 1.00 0.0 10.7 B

D 26.1 F

Synchro 9 Report Page 5 348

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

319 319 1900 5.8 1.00 1.00 0.95 1770 0.43 802 0.97 329 0 329 pm+pt 7 4 43.2 43.2 0.29 5.8 3.0 418 c0.15 c0.07 0.79 46.9 1.00 9.4 56.3 E

22 22 1900 6.6 1.00 0.87 1.00 1618 1.00 1618 0.97 23 88 99 NA 4

159 159 1900

28 28 1900

0.97 164 0 0

0.97 29 0 0 Perm

16 42 16 42 1900 1900 6.6 6.9 1.00 1.00 1.00 0.85 0.97 1.00 1805 1583 0.70 1.00 1298 1583 0.97 0.97 16 43 0 39 45 4 NA pm+ov 8 1 8 8.4 14.5 8.4 14.5 0.06 0.10 6.6 6.9 3.0 3.0 72 153 0.00 0.03 0.00 0.62 0.03 69.3 61.4 1.00 1.00 15.7 0.1 85.0 61.4 F E 73.5 E

110 110 1900 6.8 1.00 1.00 0.95 1770 0.07 125 0.97 113 0 113 pm+pt 5 2 88.8 88.8 0.59 6.8 3.0 167 c0.04 0.36 0.68 26.0 1.98 8.2 59.7 E

1414 1414 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.97 1458 0 1458 NA 2

42 42 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.97 43 20 23 Perm

58 58 1900 6.9 1.00 1.00 0.95 1770 0.08 153 0.97 60 0 60 pm+pt 1 6 84.1 84.1 0.56 6.9 3.0 151 0.02 0.21 0.40 22.3 1.11 1.3 26.1 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

43.2 43.2 0.29 6.6 3.0 465 0.06 0.21 40.5 1.00 0.2 40.7 D 50.7 D 33.8 0.81 150.0 88.2% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

80.3 80.3 0.54 6.9 2.5 1894 0.41 0.77 27.5 0.38 2.4 13.0 B 16.3 B

2 80.3 80.3 0.54 6.9 2.5 847 0.01 0.03 16.4 1.00 0.0 16.5 B

SBT

SBR

1432 270 1432 270 1900 1900 6.9 5.8 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1476 278 0 80 1476 198 NA pm+ov 6 7 6 78.0 107.0 78.0 107.0 0.52 0.71 6.9 5.8 2.5 3.0 1840 1129 c0.42 0.03 0.09 0.80 0.18 29.6 7.0 1.30 7.50 3.0 0.1 41.5 52.9 D D 42.7 D

C 26.2 E

Synchro 9 Report Page 6 349

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks DR

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

36 36 1900

0 0 1900 6.6 1.00 0.95 0.97 1711 0.80 1417 0.96 0 60 3 NA 4

24 24 1900

13 13 1900 6.6 1.00 1.00 0.95 1770 0.75 1392 0.96 14 0 14 Perm

1 1 1900 6.6 1.00 0.86 1.00 1597 1.00 1597 0.96 1 18 2 NA 8

18 18 1900

65 65 1900 6.8 1.00 1.00 0.95 1770 0.09 170 0.96 68 0 68 pm+pt 5 2 123.5 123.5 0.82 6.8 3.0 198 c0.01 0.27 0.34 6.7 1.79 0.7 12.8 B

1706 1706 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.96 1777 0 1777 NA 2

30 30 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.96 31 7 24 Perm

50 50 1900 6.8 1.00 1.00 0.95 1770 0.10 186 0.96 52 0 52 pm+pt 1 6 123.9 123.9 0.83 6.8 3.0 213 0.01 0.19 0.24 5.7 0.53 0.4 3.4 A

1767 1767 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.96 1841 0 1841 NA 6

53 53 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.96 55 12 43 Perm

0.96 38 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 25 0 0

8 6.1 6.1 0.04 6.6 3.0 56

6.1 6.1 0.04 6.6 3.0 57 0.00 0.04 69.2 1.00 0.3 69.5 E 69.5 E

c0.01 0.25 69.7 1.00 2.3 72.1 E

5.8 0.63 150.0 75.3% 15

0.96 19 0 0

6.1 6.1 0.04 6.6 3.0 64 0.00 0.03 69.1 1.00 0.2 69.3 E 70.4 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

118.0 118.0 0.79 6.8 2.5 2784 0.50 0.64 6.9 0.68 0.8 5.4 A 5.7 A

2 118.0 118.0 0.79 6.8 2.5 1245 0.02 0.02 3.5 1.00 0.0 3.5 A

118.2 118.2 0.79 6.8 2.5 2788 c0.52 0.66 7.0 0.26 0.9 2.7 A 2.7 A

6 118.2 118.2 0.79 6.8 2.5 1247 0.03 0.03 3.5 0.46 0.0 1.6 A

A 20.2 D

Synchro 9 Report Page 7 350

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900

0 0 1900 6.6 1.00 0.94 0.97 1708 0.73 1290 0.95 0 30 6 NA 4

14 14 1900

146 146 1900

0.95 15 0 0

0.95 154 0 0 Perm

4 4 1900 6.6 1.00 1.00 0.95 1776 0.71 1313 0.95 4 0 158 NA 8

108 108 1900 6.6 1.00 0.85 1.00 1583 1.00 1583 0.95 114 96 18 Perm

17 17 1900 6.9 1.00 1.00 0.95 1770 0.07 138 0.95 18 0 18 pm+pt 5 2 97.8 97.8 0.65 6.9 3.0 130 0.00 0.09 0.14 14.6 0.77 0.4 11.6 B

1629 1629 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 1715 0 1715 NA 2

158 158 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 166 62 104 Perm

121 121 1900 6.9 1.00 1.00 0.95 1770 0.06 115 0.95 127 0 127 pm+pt 1 6 112.9 112.9 0.75 6.9 3.0 217 c0.05 0.39 0.59 27.9 2.15 3.2 63.1 E

1721 1721 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 1812 0 1812 NA 6

12 12 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 13 4 9 Perm

0.95 21 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

23.6 23.6 0.16 6.6 3.0 202 0.00 0.03 53.5 1.00 0.1 53.5 D 53.5 D

23.6 23.6 0.16 6.6 3.0 206 c0.12 0.77 60.6 1.00 15.6 76.2 E 66.9 E

16.9 0.77 150.0 81.2% 15

8 23.6 23.6 0.16 6.6 3.0 249 0.01 0.07 53.9 1.00 0.1 54.0 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

94.1 94.1 0.63 6.9 2.5 2220 c0.48 0.77 20.2 0.52 2.2 12.7 B 12.0 B

2 94.1 94.1 0.63 6.9 2.5 993 0.07 0.10 11.1 0.43 0.2 4.9 A

102.3 102.3 0.68 6.9 2.5 2413 c0.51 0.75 15.5 0.56 1.7 10.5 B 13.9 B

6 102.3 102.3 0.68 6.9 2.5 1079 0.01 0.01 7.6 1.00 0.0 7.6 A

B 20.4 D

Synchro 9 Report Page 8 351

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

18 18 1900 6.2 1.00 1.00 0.95 1770 0.95 1770 0.98 18 0 18 Prot 4

0 0 1900

177 177 1900 6.2 1.00 0.85 1.00 1583 1.00 1583 0.98 181 171 10 Prot 4

0 0 1900

0 0 1900 4.7 1.00 0.86 1.00 1611 1.00 1611 0.98 0 2 0 NA 8

2 2 1900

111 111 1900 6.8 1.00 1.00 0.95 1770 0.09 166 0.98 113 0 113 pm+pt 5 2 122.7 122.7 0.82 6.8 3.0 239 c0.03 0.35 0.47 13.1 2.73 1.0 36.8 D

1500 1500 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 1531 0 1532 NA 2

1 1 1900

3 3 1900 6.8 1.00 1.00 0.95 1770 0.15 274 0.98 3 0 3 pm+pt 1 6 107.3 107.3 0.72 6.8 3.0 206 0.00 0.01 0.01 6.7 0.50 0.0 3.4 A

1652 1652 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 1686 0 1686 NA 6

52 52 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.98 53 15 38 Perm

0.98 0 0 0

8.4 8.4 0.06 6.2 3.0 99 c0.01

8.4 8.4 0.06 6.2 3.0 88 0.01

0.18 67.5 1.00 0.9 68.4 E

0.12 67.3 1.00 0.6 67.9 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

67.9 E

11.2 0.63 150.0 76.4% 15

0.98 0 0 0 8

0.98 2 0 0

1.2 1.2 0.01 4.7 3.0 12 c0.00 0.00 73.8 1.00 0.0 73.8 E 73.8 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

0.98 1 0 0

114.8 114.8 0.77 6.8 4.0 2708 c0.43 0.57 7.3 0.91 0.2 6.8 A 8.9 A

106.2 106.2 0.71 6.8 4.0 2505 c0.48 0.67 12.2 0.49 0.8 6.8 A 6.8 A

6 106.2 106.2 0.71 6.8 4.0 1120 0.02 0.03 6.6 1.00 0.0 6.6 A

B 24.5 D

Synchro 9 Report Page 2 352

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

540 540 1900 6.4 0.97 1.00 0.95 3433 0.95 3433 0.99 545 0 545 Split 8

81 81 1900 6.4 1.00 0.93 1.00 1735 1.00 1735 0.99 82 20 131 NA 8

68 68 1900

85 85 1900

0.99 69 0 0

0.99 86 0 0 Split 7

42 42 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.99 42 0 42 Prot 5

1422 1422 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.99 1436 0 1436 NA 2

56 56 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.99 57 30 27 Perm

136 136 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.99 137 0 137 Prot 1

25.4 25.4 0.17 6.4 3.0 581 c0.16

25.4 25.4 0.17 6.4 3.0 293 0.08

5.8 5.8 0.04 6.8 3.0 68 0.02

70.5 70.5 0.47 6.8 4.0 1663 c0.41

0.94 61.5 1.00 22.9 84.4 F

0.45 56.0 1.00 1.1 57.1 E 78.5 E

67 133 67 133 1900 1900 6.4 6.8 1.00 1.00 1.00 0.85 0.97 1.00 1812 1583 0.97 1.00 1812 1583 0.99 0.99 68 134 0 101 154 33 NA pm+ov 7 1 7 14.6 27.7 14.6 27.7 0.10 0.18 6.4 6.8 3.0 3.0 176 292 c0.08 0.01 0.01 0.88 0.11 66.8 50.9 1.00 1.00 35.0 0.2 101.8 51.1 F D 78.2 E

0.62 71.0 0.73 13.6 65.5 E

0.86 35.5 0.53 5.5 24.3 C 25.4 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

45.7 0.91 150.0 92.8% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

2 70.5 70.5 0.47 6.8 4.0 744 0.02 0.04 21.4 1.00 0.1 21.5 C

13.1 13.1 0.09 6.8 3.0 154 0.08 0.89 67.7 0.82 22.3 78.1 E

SBT

SBR

1554 565 1554 565 1900 1900 6.8 6.4 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.99 0.99 1570 571 0 128 1570 443 NA pm+ov 6 8 6 77.8 103.2 77.8 103.2 0.52 0.69 6.8 6.4 4.0 3.0 1835 1156 c0.44 0.06 0.21 0.86 0.38 31.2 9.9 1.49 2.79 2.4 0.1 48.9 27.8 D C 45.4 D

D 26.4 F

Synchro 9 Report Page 9 353

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

124 124 1900 6.7 1.00 1.00 0.95 1770 0.95 1770 0.98 127 0 127 Prot 4

34 34 1900 6.7 1.00 0.85 1.00 1583 1.00 1583 0.98 35 24 11 Perm

58 58 1900 6.8 1.00 1.00 0.95 1770 0.03 64 0.98 59 0 59 pm+pt 5 2 121.6 121.6 0.81 6.8 3.0 116 0.02 0.39 0.51 38.6 1.36 2.0 54.3 D

2104 2104 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2147 0 2147 NA 2

2338 2338 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2386 0 2386 NA 6

132 132 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.98 135 28 107 Perm

121.6 121.6 0.81 6.8 2.5 2868 c0.61

109.1 109.1 0.73 6.8 2.5 2574 c0.67

0.75 6.8 0.45 1.1 4.2 A 5.5 A

0.93 17.1 1.00 7.3 24.4 C 23.4 C

14.9 14.9 0.10 6.7 3.0 175 c0.07 0.73 65.6 1.00 13.9 79.5 E 75.6 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 14.9 14.9 0.10 6.7 3.0 157 0.01 0.07 61.3 1.00 0.2 61.4 E

17.1 0.92 150.0 82.7% 15

6 109.1 109.1 0.73 6.8 2.5 1151 0.07 0.09 6.0 1.00 0.2 6.1 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

B 20.3 E

Synchro 9 Report Page 10 354

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

71 71 1900 6.0 1.00 1.00 0.95 1770 0.95 1770 0.95 75 0 75 Prot 8

72 72 1900 6.0 1.00 0.85 1.00 1583 1.00 1583 0.95 76 68 8 Perm

75 75 1900 6.4 1.00 1.00 0.95 1770 0.95 1770 0.95 79 0 79 Prot 1

407 407 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 428 0 428 NA 6

647 647 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 681 0 681 NA 2

90 90 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.95 95 33 62 Perm

5.8 5.8 0.09 6.4 3.0 162 0.04

44.1 44.1 0.70 6.4 4.0 1302 c0.23

31.9 31.9 0.51 6.4 4.0 941 c0.37

0.49 27.2 1.00 2.3 29.5 C

0.33 3.7 1.00 0.2 3.9 A 7.9 A

0.72 12.2 1.00 3.0 15.1 B 14.3 B

6.6 6.6 0.10 6.0 3.0 185 c0.04 0.41 26.4 1.00 1.5 27.9 C 26.7 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 6.6 6.6 0.10 6.0 3.0 165 0.01 0.05 25.4 1.00 0.1 25.5 C

13.3 0.65 63.1 63.1% 15

2 31.9 31.9 0.51 6.4 4.0 800 0.04 0.08 8.0 1.00 0.1 8.1 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

B 18.8 B

Synchro 9 Report Page 11 355

Unsignalized Existing PM Reports

356

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

2.6 SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

19 752 54 19 752 54 0 0 0 Free Free Free - None 380 - 380 0 0 95 95 95 2 2 2 20 792 57

32 536 9 32 536 9 0 0 0 Free Free Free - None 425 0 0 95 95 95 2 2 2 34 564 9

37 0 23 37 0 23 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 39 0 24

5 0 6 5 0 6 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 5 0 6

Minor1 1471 1473 792 832 832 639 641 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 105 127 389 363 384 464 469 -

Minor2 1480 1468 569 636 636 844 832 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 104 128 522 466 472 358 384 -

Major1 574 4.12 2.218 999 -

Approach HCM Control Delay, s HCM LOS

SE 0.2

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

04/04/2017

999 -

0 -

NELn1 NWL NWT NWR 139 829 0.454 0.041 50.8 9.5 F A 2.1 0.1 -

Major2 792 4.12 2.218 829 -

0 -

829 -

0 -

NW 0.5

SEL 999 0.02 8.7 A 0.1

99 99 356 440 NE 50.8 F

119 119 376 450

389 -

93 93 457 329

120 120 453 376

522 -

SW 27.9 D

SET SERSWLn1 - 169 - 0.069 - 27.9 D 0.2

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

Synchro 9 Report Page 2 357

HCM 2010 TWSC 19: SR A1A & Plantation Dr

04/04/2017

2.8 EBL

EBR

NBL

NBT

SBT SBR

68 68 0 Stop 0 0 0 97 2 70

10 10 0 Stop None 97 2 10

9 597 9 597 0 0 Free Free - None 465 0 0 97 97 2 2 9 615

834 87 834 87 0 0 Free Free - None - 260 0 0 97 97 2 2 860 90

Minor2 1494 860 634 6.42 5.42 5.42 3.518 136 414 529

860 6.22 3.318 356 -

Major1 860 4.12 2.218 781 -

134 134 414 523

356 -

781 -

Approach HCM Control Delay, s HCM LOS

EB 56.4 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 781 0.012 9.7 A 0

0 -

NB 0.1

NBT EBLn1 - 146 - 0.551 - 56.4 F 2.8

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

Synchro 9 Report Page 3 358

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

04/04/2017

7.8 EBL

EBT EBR

WBL WBT WBR

NBL

39 4 13 39 4 13 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 41 4 14

27 5 139 27 5 139 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 28 5 145

15 636 30 15 636 30 0 0 0 Free Free Free - None 150 - 150 0 0 96 96 96 2 2 2 16 663 31

Minor2 1523 1852 1158 1158 365 694 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 81 73 208 269 627 442 51 51 204 475

60 60 226 433

432 6.94 3.32 572 572 -

Minor1 1422 1852 694 694 728 1158 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 96 73 399 442 381 269 77 77 391 307

60 60 433 226

331 6.94 3.32 665 -

Major1 865 4.14 2.22 774 -

665 -

774 -

EB 163.7 F

WB 26.3 D

NBL 774 0.02 9.7 A 0.1

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 52 572 74 665 922 - 0.861 0.024 0.45 0.218 0.159 - 209.8 11.4 88.6 11.9 9.6 F B F B A 3.7 0.1 1.8 0.8 0.6

NBT NBR

0 -

NB 0.2

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

0 -

SBL

SBT SBR

141 830 52 141 830 52 0 0 0 Free Free Free - None 230 - 375 0 0 96 96 96 2 2 2 147 865 54 Major2 663 4.14 2.22 922 922 -

0 -

SB 1.3

SBT SBR -

Synchro 9 Report Page 4 359

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

20.1

EBL

EBR

NBL

NBT

SBT SBR

15 15 0 Stop 0 0 0 95 2 16

25 25 0 Stop None 95 2 26

27 27 0 Free 185 95 2 28

2068 2068 0 Free None 0 0 95 2 2177

2224 30 2224 30 0 0 Free Free - None - 150 0 0 95 95 2 2 2341 32

Minor2 3486 2341 1145 6.84 5.84 5.84 3.52 ~5 58 265

1171 6.94 3.32 186 -

Major1 2341 4.14 2.22 208 -

~4 ~4 58 229

186 -

208 -

Approach HCM Control Delay, s HCM LOS

EB $ 2184.6 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 208 0.137 25 D 0.5

0 -

NB 0.3

NBT EBLn1 10 - 4.211 $- 2184.6 F 6.5

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 360

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.7 EBL

EBR

NBL

NBT

SBT SBR

17 17 0 Stop 0 0 0 90 2 19

13 13 0 Stop None 90 2 14

7 211 7 211 0 0 Free Free - None 0 0 90 90 2 2 8 234

351 26 351 26 0 0 Free Free - None 0 0 90 90 2 2 390 29

Minor2 654 404 250 6.42 5.42 5.42 3.518 431 674 792

404 6.22 3.318 647 -

Major1 419 4.12 2.218 1140 -

428 428 674 786

647 -

1140 -

Approach HCM Control Delay, s HCM LOS

EB 12.7 B

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1140 0.007 8.2 A 0

0 -

NB 0.3

NBT EBLn1 - 502 - 0.066 0 12.7 A B 0.2

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

Synchro 9 Report Page 6 361

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

NWL

NWR

NET NER

SWL SWT

183 183 0 Stop 0 0 0 92 2 199

19 19 0 Stop None 325 92 2 21

674 151 674 151 0 0 Free Free - None 0 0 0 92 92 2 2 733 164

32 970 32 970 0 0 Free Free - None 250 0 0 92 92 2 2 35 1054

Minor1 1857 733 1124 6.42 5.42 5.42 3.518 ~ 81 475 310

733 6.22 3.318 421 -

~ 78 ~ 78 475 298

421 -

Approach HCM Control Delay, s HCM LOS

NW $ 742.2 F

Major1 0 -

0 -

NE 0

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NET NERNWLn1NWLn2 SWL SWT 78 421 872 - 2.55 0.049 0.04 -$ 817.8 14 9.3 F B A 19 0.2 0.1 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

Major2 733 4.12 2.218 872 872 -

0 -

SW 0.3

*: All major volume in platoon

Synchro 9 Report Page 1 362

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

04/04/2017

3.2 EBL

EBT EBR

WBL WBT WBR

NBL

56 0 50 56 0 50 0 0 0 Stop Stop Stop - None - 150 0 0 95 95 95 2 2 2 59 0 53

2 0 5 2 0 5 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 2 0 5

40 450 5 40 450 5 0 0 0 Free Free Free - Yield 215 0 0 0 95 95 95 2 2 2 42 474 5

Minor2 1314 1311 748 753 753 561 558 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 135 159 412 402 417 512 512 -

Minor1 1311 1311 474 558 558 753 753 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 136 159 590 514 512 402 417 -

129 129 382 483

151 151 416 487

412 -

EB 35.9 E NBL 861 0.049 9.4 A 0.2

114 114 489 350

151 151 487 416

590 -

WB 18.8 C

Major1 748 4.12 2.218 861 861 NB 0.8

NBT NBR EBLn1 EBLn2WBLn1 SBL - 129 412 269 1088 - 0.457 0.128 0.027 0.002 - 54.5 15 18.8 8.3 F C C A 2 0.4 0.1 0

Ponte Vedra/Palm Valley 09/14/2016 Existing PM Peak

NBT NBR

0 -

SBL

SBT SBR

2 711 36 2 711 36 0 0 0 Free Free Free - Yield - 125 0 0 95 95 95 2 2 2 2 748 38 Major2 474 4.12 2.218 1088 1088 -

0 -

SB 0

SBT SBR -

Synchro 9 Report Page 7 363

Signalized No Build AM Reports

364

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/22/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

820 820 1900

110 110 1900 7.2 1.00 0.99 0.96 1771 0.96 1771 0.85 129 3 1185 NA 4

80 80 1900

30 30 1900

80 80 1900

0.85 35 0 0 Split 8

30 30 1900 7.7 1.00 1.00 0.95 1770 0.24 447 0.85 35 0 35 pm+pt 1 6 27.8 27.8 0.22 7.7 3.0 126 0.01 0.06 0.28 38.8 1.00 1.2 40.0 D

300 300 1900 7.7 1.00 1.00 1.00 1863 1.00 1863 0.85 353 0 353 NA 6

620 620 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.85 729 547 182 Perm

200 200 1900 7.7 1.00 1.00 0.95 1770 0.19 345 0.85 235 0 235 pm+pt 5 2 31.0 31.0 0.25 7.7 3.0 132 c0.06 c0.39 1.78 46.7 1.00 379.9 426.6 F

270 270 1900 7.7 1.00 0.99 1.00 1835 1.00 1835 0.85 318 3 350 NA 2

30 30 1900

0.85 94 0 0

450 450 1900 7.2 1.00 0.98 1.00 1822 1.00 1822 0.85 529 5 653 NA 8

0.85 965 0 0 Split 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

42.8 42.8 0.35 7.2 3.0 612 c0.67

21.8 21.8 0.18 7.2 3.0 320 c0.36

1.94 40.5 1.00 427.6 468.1 F 468.1 F

2.04 51.0 1.00 479.1 530.1 F 530.1 F 307.0 1.94 123.8 138.0% 15

0.85 94 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 No Build AM Peak

25.4 25.4 0.21 7.7 2.5 382 0.19 0.92 48.3 1.00 27.6 75.9 E 55.3 E

6 25.4 25.4 0.21 7.7 2.5 324 0.12 0.56 44.2 1.00 1.8 46.0 D

0.85 35 0 0

27.0 27.0 0.22 7.7 2.5 400 0.19 0.87 46.8 1.00 18.6 65.3 E 209.7 F

F 29.8 H

Synchro 9 Report Page 1 365

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

04/04/2017

EBL

EBR

NBL

NBT

SBT

690 690 1900 7.1 0.97 0.99 0.95 3427 0.95 3427 0.91 758 2 789 Prot 4

30 30 1900

40 40 1900 7.3 1.00 1.00 0.95 1770 0.19 353 0.91 44 0 44 pm+pt 5 2 93.8 93.8 0.63 7.3 3.0 276 0.01 0.09 0.16 13.9 1.00 0.3 14.2 B

1300 1300 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.91 1429 0 1429 NA 2

920 520 920 520 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.91 0.91 1011 571 0 105 1011 466 NA pm+ov 6 4 6 80.6 122.4 80.6 122.4 0.54 0.82 7.3 7.1 2.5 3.0 1901 1291 0.29 0.10 0.19 0.53 0.36 22.5 3.6 0.98 0.00 0.8 0.1 23.0 0.1 C A 14.7 B

41.8 41.8 0.28 7.1 3.0 954 c0.23 0.83 50.7 1.00 6.0 56.7 E 56.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.91 33 0 0

25.0 0.74 150.0 68.6% 15

93.8 93.8 0.63 7.3 2.5 2213 c0.40 0.65 17.7 1.00 1.5 19.1 B 19.0 B

SBR

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

C 21.7 C

Synchro 9 Report Page 3 366

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

200 200 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.89 225 0 225 Prot 4

100 100 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.89 112 95 17 Perm

110 110 1900 7.6 1.00 1.00 0.95 1770 0.11 204 0.89 124 0 124 pm+pt 5 2 112.2 112.2 0.75 7.6 3.0 245 0.03 0.35 0.51 13.8 1.52 1.2 22.2 C

1800 1800 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.89 2022 0 2022 NA 2

1300 1300 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.89 1461 0 1461 NA 6

220 220 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.89 247 34 213 Perm

112.2 112.2 0.75 7.6 2.5 2647 c0.57

95.7 95.7 0.64 7.6 2.5 2257 0.41

0.76 11.1 1.29 1.6 16.0 B 16.3 B

0.65 16.7 1.29 0.5 22.2 C 21.6 C

23.4 23.4 0.16 6.8 3.0 276 c0.13 0.82 61.2 1.00 16.7 77.9 E 70.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 23.4 23.4 0.16 6.8 3.0 246 0.01 0.07 54.0 1.00 0.1 54.1 D

22.8 0.82 150.0 72.8% 15

6 95.7 95.7 0.64 7.6 2.5 1009 0.13 0.21 11.4 1.59 0.2 18.2 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

C 22.0 C

Synchro 9 Report Page 4 367

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

130 130 1900 7.5 1.00 1.00 0.95 1770 0.49 913 0.94 138 0 138 pm+pt 7 4 31.9 31.9 0.21 7.5 3.0 240 0.03 0.09 0.57 51.9 1.00 3.3 55.2 E

40 40 1900 7.5 1.00 0.87 1.00 1612 1.00 1612 0.94 43 198 228 NA 4

360 360 1900

40 40 1900

0.94 383 0 0

0.94 43 0 0 Perm

20 80 20 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1802 1583 0.21 1.00 382 1583 0.94 0.94 21 85 0 72 64 13 NA pm+ov 8 1 8 16.3 23.8 16.3 23.8 0.11 0.16 7.5 7.3 3.0 3.0 41 251 0.00 c0.17 0.01 1.56 0.05 66.8 53.5 1.00 1.00 342.5 0.1 409.3 53.6 F D 206.4 F

290 290 1900 7.3 1.00 1.00 0.95 1770 0.05 96 0.94 309 0 309 pm+pt 5 2 103.3 103.3 0.69 7.3 3.0 354 c0.15 0.45 0.87 50.7 1.29 14.1 79.4 E

1700 1700 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.94 1809 0 1809 NA 2

20 20 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.94 21 9 12 Perm

70 70 1900 7.3 1.00 1.00 0.95 1770 0.06 106 0.94 74 0 74 pm+pt 1 6 77.7 77.7 0.52 7.3 3.0 138 0.03 0.25 0.54 26.8 0.98 2.7 28.8 C

1600 1600 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.94 1702 0 1702 NA 6

90 90 1900 7.5 1.00 0.85 1.00 1583 1.00 1583 0.94 96 91 5 Over 7

70.2 70.2 0.47 7.3 2.5 1656 c0.48

8.1 8.1 0.05 7.5 3.0 85 0.00

1.03 39.9 0.86 25.7 59.9 E 59.1 E

0.06 67.3 1.00 0.2 67.5 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

31.9 31.9 0.21 7.5 3.0 342 c0.14 0.67 54.2 1.00 4.9 59.1 E 58.1 E 50.5 1.08 150.0 114.3% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

88.5 88.5 0.59 7.3 2.5 2088 c0.51 0.87 25.8 0.71 3.4 21.8 C 30.0 C

2 88.5 88.5 0.59 7.3 2.5 933 0.01 0.01 12.7 1.00 0.0 12.7 B

D 29.6 H

Synchro 9 Report Page 5 368

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

160 160 1900 8.3 1.00 1.00 0.95 1770 0.39 721 0.95 168 0 168 pm+pt 7 4 29.8 29.8 0.20 8.3 3.0 225 c0.06 c0.09 0.75 54.0 1.00 12.6 66.7 E

10 10 1900 8.3 1.00 0.88 1.00 1631 1.00 1631 0.95 11 42 22 NA 4

50 50 1900

0.95 53 0 0

0.95 53 0 0 Perm

10 110 10 110 1900 1900 7.0 7.0 1.00 1.00 1.00 0.85 0.96 1.00 1789 1583 0.72 1.00 1339 1583 0.95 0.95 11 116 0 78 64 38 NA pm+ov 8 1 8 11.1 17.8 11.1 17.8 0.07 0.12 7.0 7.0 3.0 3.0 99 261 0.01 0.05 0.02 0.65 0.14 67.5 59.3 1.00 1.00 13.6 0.3 81.1 59.5 F E 67.2 E

80 80 1900 7.0 1.00 1.00 0.95 1770 0.06 110 0.95 84 0 84 pm+pt 5 2 99.8 99.8 0.67 7.0 3.0 168 c0.03 0.30 0.50 22.9 2.37 1.5 55.8 E

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

40 40 1900 7.0 1.00 1.00 0.95 1770 0.04 83 0.95 42 0 42 pm+pt 1 6 96.0 96.0 0.64 7.0 3.0 128 0.01 0.19 0.33 34.7 1.21 1.1 43.0 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

29.8 29.8 0.20 8.3 3.0 324 0.01 0.07 48.8 1.00 0.1 48.9 D 61.8 E 33.4 0.94 150.0 92.7% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

91.2 91.2 0.61 7.0 2.5 2151 c0.59 0.98 28.5 0.60 11.4 28.5 C 29.3 C

2 91.2 91.2 0.61 7.0 2.5 962 0.01 0.01 11.6 1.00 0.0 11.6 B

SBT

SBR

1600 290 1600 290 1900 1900 7.0 8.3 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.95 0.95 1684 305 0 78 1684 227 NA pm+ov 6 7 6 89.3 101.0 89.3 101.0 0.60 0.67 7.0 8.3 2.5 3.0 2106 1065 0.48 0.02 0.13 0.80 0.21 23.4 9.3 1.29 2.55 2.4 0.1 32.7 23.9 C C 31.6 C

C 29.3 F

Synchro 9 Report Page 6 369

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks DR

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

90 90 1900

0 0 1900 8.4 1.00 0.94 0.97 1705 0.78 1366 0.95 0 72 97 NA 4

70 70 1900

30 30 1900 8.4 1.00 1.00 0.95 1770 0.59 1104 0.95 32 0 32 Perm

0 0 1900 8.4 1.00 0.85 1.00 1583 1.00 1583 0.95 0 75 9 NA 8

80 80 1900

20 20 1900 7.0 1.00 1.00 0.95 1770 0.07 137 0.95 21 0 21 pm+pt 5 2 102.8 102.8 0.69 7.0 3.0 134 0.00 0.10 0.16 12.3 0.61 0.2 7.7 A

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 2211 0 2211 NA 2

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 7 14 Perm

130 130 1900 7.0 1.00 1.00 0.95 1770 0.04 70 0.95 137 0 137 pm+pt 1 6 118.8 118.8 0.79 7.0 3.0 199 c0.06 0.48 0.69 51.1 0.90 5.0 51.2 D

1800 1800 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 1895 0 1895 NA 6

30 30 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 32 9 23 Perm

0.95 95 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.95 74 0 0

8 15.8 15.8 0.11 8.4 3.0 116

15.8 15.8 0.11 8.4 3.0 143 c0.07 0.68 64.7 1.00 12.6 77.2 E 77.2 E

0.03 0.28 61.8 1.00 1.3 63.1 E

20.5 0.90 150.0 99.9% 15

0.95 84 0 0

15.8 15.8 0.11 8.4 3.0 166 0.01 0.05 60.4 1.00 0.1 60.5 E 61.2 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

99.1 99.1 0.66 7.0 2.5 2338 c0.62 0.95 23.0 0.57 4.3 17.5 B 17.3 B

2 99.1 99.1 0.66 7.0 2.5 1045 0.01 0.01 8.7 1.00 0.0 8.7 A

108.1 108.1 0.72 7.0 2.5 2550 c0.54 0.74 12.6 1.10 1.0 14.8 B 17.1 B

6 108.1 108.1 0.72 7.0 2.5 1140 0.01 0.02 5.9 1.00 0.0 6.0 A

C 22.4 F

Synchro 9 Report Page 7 370

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900

10 10 1900 8.3 1.00 0.95 0.98 1729 0.75 1327 0.95 11 16 37 NA 4

20 20 1900

210 210 1900

0.95 21 0 0

0.95 221 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1299 0.95 11 0 232 NA 8

190 190 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 200 101 99 Perm

10 10 1900 6.9 1.00 1.00 0.95 1770 0.05 87 0.95 11 0 11 pm+pt 5 2 87.8 87.8 0.59 6.9 3.0 78 0.00 0.08 0.14 27.9 0.96 0.4 27.1 C

2000 2000 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

200 200 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 211 85 126 Perm

100 100 1900 6.9 1.00 1.00 0.95 1770 0.04 81 0.95 105 0 105 pm+pt 1 6 102.3 102.3 0.68 6.9 3.0 168 c0.04 0.38 0.62 42.7 1.00 7.1 49.8 D

1900 1900 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2000 0 2000 NA 6

10 10 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 11 4 7 Perm

0.95 21 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

32.5 32.5 0.22 8.3 3.0 287 0.03 0.13 47.3 1.00 0.2 47.5 D 47.5 D

32.5 32.5 0.22 8.3 3.0 281 c0.18 0.83 56.0 1.00 17.6 73.7 E 62.5 E

39.0 0.98 150.0 98.1% 15

8 32.5 32.5 0.22 8.3 3.0 342 0.06 0.29 49.1 1.00 0.5 49.6 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

85.3 85.3 0.57 6.9 2.5 2012 c0.59 1.05 32.4 0.48 27.3 43.0 D 39.9 D

2 85.3 85.3 0.57 6.9 2.5 900 0.08 0.14 15.2 0.60 0.1 9.3 A

92.9 92.9 0.62 6.9 2.5 2191 c0.57 0.91 25.0 1.00 7.3 32.3 C 33.0 C

6 92.9 92.9 0.62 6.9 2.5 980 0.00 0.01 10.9 1.00 0.0 10.9 B

D 22.1 F

Synchro 9 Report Page 8 371

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.97 21 0 21 Prot 4

0 0 1900

170 170 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 175 162 13 Prot 4

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.97 0 3 0 NA 8

3 3 1900

90 90 1900 7.0 1.00 1.00 0.95 1770 0.06 118 0.97 93 0 93 pm+pt 5 2 70.7 70.7 0.70 7.0 3.0 211 c0.03 0.27 0.44 22.8 1.00 1.5 24.3 C

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 2062 0 2062 NA 2

0 0 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.07 133 0.97 10 0 10 pm+pt 1 6 57.1 57.1 0.57 7.0 3.0 92 0.00 0.06 0.11 18.7 1.00 0.5 19.3 B

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 2062 0 2062 NA 6

80 80 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 82 36 46 Perm

0.97 0 0 0

7.4 7.4 0.07 7.0 3.0 130 c0.01

7.4 7.4 0.07 7.0 3.0 116 0.01

0.16 43.5 1.00 0.6 44.1 D

0.11 43.4 1.00 0.4 43.8 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

43.8 D

38.6 0.91 100.3 88.3% 15

0.97 0 0 0 8

0.97 3 0 0

1.0 1.0 0.01 7.0 3.0 16 c0.00 0.00 49.2 1.00 0.0 49.2 D 49.2 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

0.97 0 0 0

62.9 62.9 0.63 7.0 4.0 2219 c0.58 0.93 16.7 1.00 7.6 24.3 C 24.3 C

56.1 56.1 0.56 7.0 4.0 1979 c0.58 1.04 22.1 1.00 32.1 54.2 D 52.4 D

6 56.1 56.1 0.56 7.0 4.0 885 0.03 0.05 10.0 1.00 0.0 10.1 B

D 28.0 E

Synchro 9 Report Page 2 372

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

760 760 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.97 784 0 784 Split 8

120 120 1900 7.5 1.00 0.93 1.00 1736 1.00 1736 0.97 124 20 207 NA 8

100 100 1900

180 180 1900

0.97 103 0 0

0.97 186 0 0 Split 7

80 80 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 82 0 82 Prot 5

1800 1800 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.97 1856 0 1856 NA 2

70 70 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.97 72 39 33 Perm

110 110 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 113 0 113 Prot 1

24.5 24.5 0.16 7.5 3.0 560 c0.23

24.5 24.5 0.16 7.5 3.0 283 0.12

7.7 7.7 0.05 7.3 3.0 90 0.05

68.6 68.6 0.46 7.3 4.0 1618 c0.52

1.40 62.8 1.00 190.6 253.4 F

0.73 59.6 1.00 9.3 69.0 E 212.0 F

80 330 80 330 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1800 1583 0.97 1.00 1800 1583 0.97 0.97 82 340 0 114 268 226 NA pm+ov 7 1 7 14.5 27.3 14.5 27.3 0.10 0.18 7.5 7.3 3.0 3.0 174 288 c0.15 0.07 0.08 1.54 0.79 67.8 58.6 1.00 1.00 269.7 13.2 337.4 71.7 F E 188.8 F

0.91 70.8 1.00 66.1 136.9 F

1.15 40.7 1.00 74.0 114.7 F 112.3 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

115.8 1.28 150.0 116.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

2 68.6 68.6 0.46 7.3 4.0 723 0.02 0.05 22.6 1.00 0.1 22.7 C

12.8 12.8 0.09 7.3 3.0 151 0.06 0.75 67.0 1.22 8.2 89.7 F

SBT

SBR

1800 510 1800 510 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1856 526 0 97 1856 429 NA pm+ov 6 8 6 73.7 98.2 73.7 98.2 0.49 0.65 7.3 7.5 4.0 3.0 1738 1115 c0.52 0.06 0.21 1.07 0.38 38.1 12.0 0.92 1.78 36.2 0.1 71.5 21.3 E C 61.8 E

F 29.6 H

Synchro 9 Report Page 9 373

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

160 160 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.95 168 0 168 Prot 4

60 60 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.95 63 33 30 Perm

20 20 1900 6.8 1.00 1.00 0.95 1770 0.03 64 0.95 21 0 21 pm+pt 5 2 119.5 119.5 0.80 6.8 3.0 93 0.01 0.17 0.23 45.3 1.62 0.1 73.7 E

2800 2800 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2947 0 2947 NA 2

2400 2400 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2526 0 2526 NA 6

40 40 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 42 8 34 Perm

119.5 119.5 0.80 6.8 2.5 2819 c0.83

109.0 109.0 0.73 6.8 2.5 2571 0.71

1.05 15.2 1.67 21.7 47.1 D 47.3 D

0.98 19.6 1.00 14.1 33.7 C 33.2 C

17.2 17.2 0.11 6.5 3.0 202 c0.09 0.83 65.0 1.00 24.3 89.3 F 81.4 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 17.2 17.2 0.11 6.5 3.0 181 0.02 0.17 59.9 1.00 0.4 60.4 E

42.4 1.07 150.0 97.3% 15

6 109.0 109.0 0.73 6.8 2.5 1150 0.02 0.03 5.7 1.00 0.0 5.8 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

D 20.1 F

Synchro 9 Report Page 10 374

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

250 250 1900 5.6 1.00 1.00 0.95 1805 0.95 1805 0.89 281 0 281 0% Prot 8

220 220 1900 5.6 1.00 0.85 1.00 1583 1.00 1583 0.89 247 197 50 2% Perm

220 220 1900 6.4 1.00 1.00 0.95 1770 0.20 368 0.89 247 0 247 2% pm+pt 1 6 34.4 34.4 0.59 6.4 3.0 410 0.08 0.27 0.60 8.4 1.00 2.5 10.9 B

660 660 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 742 0 742 2% NA 6

460 460 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 517 0 517 2% NA 2

180 180 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.89 202 132 70 2% Perm

34.4 34.4 0.59 6.4 4.0 1103 c0.40

20.0 20.0 0.34 6.4 4.0 641 c0.28

0.67 8.0 1.00 1.8 9.8 A 10.1 B

0.81 17.3 1.00 7.7 25.0 C 21.7 C

11.7 11.7 0.20 5.6 3.0 363 c0.16 0.77 21.9 1.00 9.9 31.8 C 26.0 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 11.7 11.7 0.20 5.6 3.0 318 0.03 0.16 19.1 1.00 0.2 19.4 B

17.6 0.84 58.1 65.6% 15

2 20.0 20.0 0.34 6.4 4.0 544 0.04 0.13 13.1 1.00 0.1 13.2 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

B 18.4 C

Synchro 9 Report Page 11 375

Unsignalized No Build AM Reports

376

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

205.7

SEL

10 920 50 10 920 50 0 0 0 Free Free Free - None 380 - 380 0 0 86 86 86 2 2 2 12 1070 58

Major1 1302 4.12 2.218 532 -

Approach HCM Control Delay, s HCM LOS

SE 0.1

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

SET SER

532 -

0 -

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

20 20 0 Free 425 86 2 23

100 0 50 100 0 50 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 116 0 58

20 0 30 20 0 30 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 23 0 35

Major2 1070 4.12 2.218 651 -

$: Delay exceeds 300s

0 -

651 NW 0.2

NELn1 NWL NWT NWR SEL 25 651 - 532 6.977 0.036 - 0.022 $ 2997.3 10.7 - 11.9 F B B 21.7 0.1 0.1

Notes ~: Volume exceeds capacity

1100 20 1100 20 0 0 Free Free - None 0 0 86 86 2 2 1279 23

Minor1 2448 1093 1355 7.12 6.12 6.12 3.518 ~ 21 260 184

0 -

~ 17 ~ 17 254 146 NE $ 2997.3 F

2442 1070 1093 1349 6.52 6.22 5.52 5.52 4.018 3.318 31 269 290 219 29 29 283 211

269 -

Minor2 2459 1337 1122 7.12 6.12 6.12 3.518 ~ 21 189 250 ~ 16 ~ 16 185 192

2430 1291 1337 1093 6.52 6.22 5.52 5.52 4.018 3.318 32 199 222 290 30 30 214 283

199 -

SW $ 546.4 F

SET SERSWLn1 36 - 1.615 -$ 546.4 F 6.3

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

*: All major volume in platoon

Synchro 9 Report Page 2 377

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

79.6

EBL

EBR

NBL

NBT

SBT SBR

90 90 0 Stop 0 0 0 84 2 107

10 10 0 Stop None 84 2 12

40 40 0 Free 465 84 2 48

1300 1300 0 Free None 0 0 84 2 1548

830 140 830 140 0 0 Free Free - None - 260 0 0 84 84 2 2 988 167

Minor2 2631 988 1643 6.42 5.42 5.42 3.518 ~ 26 361 173

988 6.22 3.318 300 -

Major1 988 4.12 2.218 699 -

~ 24 ~ 24 361 161

300 -

699 -

Approach HCM Control Delay, s HCM LOS

EB $ 1914.9 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 699 0.068 10.5 B 0.2

0 -

NB 0.3

NBT EBLn1 26 - 4.579 $- 1914.9 F - 14.7

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

*: All major volume in platoon

Synchro 9 Report Page 3 378

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

04/04/2017

1082.9

EBL

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

70 10 10 70 10 10 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 81 12 12

40 10 140 40 10 140 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 47 12 163

30 30 0 Free 150 86 2 35

1200 40 1200 40 0 0 Free Free - None - 150 0 0 86 86 2 2 1395 47

150 780 40 150 780 40 0 0 0 Free Free Free - None 230 - 375 0 0 86 86 86 2 2 2 174 907 47

Minor2 2029 2721 1256 1256 773 1465 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 34 20 181 241 358 191 ~2 ~2 173 184

12 12 155 182

453 6.94 3.32 554 554 -

EB $ 21320.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 746 0.047 10.1 B 0.1

Minor1 2273 2721 1465 1465 808 1256 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 22 20 134 191 341 241 ~2 ~2 128 198

12 12 182 155

698 6.94 3.32 383 -

Major1 907 4.14 2.22 746 -

383 -

746 -

WB $ 4248.6 F

0 -

NB 0.2

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 2 554 2 383 486 - 46.512 0.021 29.07 0.425 0.359 $ 23983.9 11.6 $ 16085.3 21.2 16.5 F B F C C - 13.9 0.1 9.3 2.1 1.6

$: Delay exceeds 300s

0 -

Major2 1395 4.14 2.22 486 -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

486 -

SBT SBR

0 -

SB 2.6

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4 379

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

241.5

EBL

EBR

NBL

NBT

SBT SBR

40 40 0 Stop 0 0 0 92 2 43

70 70 0 Stop None 92 2 76

20 20 0 Free 185 92 2 22

2800 2800 0 Free None 0 0 92 2 3043

2400 20 2400 20 0 0 Free Free - None - 150 0 0 92 92 2 2 2609 22

Minor2 4174 2609 1565 6.84 5.84 5.84 3.52 ~2 ~ 41 158

1304 6.94 3.32 151 -

Major1 2609 4.14 2.22 162 -

~2 ~2 ~ 41 137

151 -

162 -

Approach HCM Control Delay, s HCM LOS

EB $ 11739.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 162 0.134 30.6 D 0.5

0 -

NB 0.2

NBT EBLn1 5 - 23.913 $ 11739.3 F 17

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 380

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.9 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 96 2 21

20 20 0 Stop None 96 2 21

20 560 20 560 0 0 Free Free - None 0 0 96 96 2 2 21 583

420 10 420 10 0 0 Free Free - None 0 0 96 96 2 2 438 10

Minor2 1068 443 625 7.12 6.12 6.12 3.518 199 594 473

443 6.22 3.318 615 -

Major1 448 4.12 2.218 1112 -

195 195 577 460

615 -

1112 -

Approach HCM Control Delay, s HCM LOS

EB 19.1 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1112 0.019 8.3 A 0.1

0 -

NB 0.3

NBT EBLn1 - 296 - 0.141 0 19.1 A C 0.5

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

Synchro 9 Report Page 6 381

HCM 2010 TWSC 4: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

4495.6

NWL

NWR

NET NER

SWL SWT

350 350 0 Stop 0 0 0 94 2 372

20 20 0 Stop None 325 94 2 21

1800 530 1800 530 0 0 Free Free - None 0 0 0 94 94 2 2 1915 564

100 100 0 Free 250 94 2 106

Minor1 3936 1915 2021 6.42 5.42 5.42 3.518 ~4 ~ 127 ~ 112

1915 6.22 3.318 84 -

~3 ~3 ~ 127 ~ 74

84 -

Approach HCM Control Delay, s HCM LOS

NW $ 54670 F

Major1 0 -

0 -

NE 0

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NET NERNWLn1NWLn2 SWL SWT 3 84 309 1- 24.113 0.253 0.344 $ 57790.5 61.8 22.6 F F C 49 0.9 1.5 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

Major2 1915 4.12 2.218 309 309 -

1700 1700 0 Free None 0 0 94 2 1809

0 -

SW 1.3

*: All major volume in platoon

Synchro 9 Report Page 1 382

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

04/04/2017

17.2

Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

EBL

EBT EBR

WBL WBT WBR

NBL

80 10 60 80 10 60 0 0 0 Stop Stop Stop - None - 150 0 0 97 98 97 0 0 0 82 10 62

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 97 97 97 0 0 0 10 10 10

60 860 10 60 860 10 0 0 0 Free Free Free - Yield 200 0 0 97 97 97 0 0 0 62 887 10

Minor2 1609 1598 588 588 1021 1010 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 85 107 499 499 288 320 ~ 71 ~ 71 469 253

98 98 489 300

567 6.2 3.3 527 527 -

EB 181 F NBL 1015 0.061 8.8 A 0.2

Minor1 1603 1598 1010 1010 593 588 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 86 107 292 320 496 499 66 66 274 420

98 98 300 489

887 6.2 3.3 346 -

Major1 567 4.1 2.2 1015 -

346 -

1015 -

WB 52.4 F

0 -

SBL

Major2 887 4.1 2.2 772 772 -

0 -

SB 0.2

SBT SBR -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build AM Peak

SBT SBR

10 550 40 10 550 40 0 0 0 Free Free Free - Yield - 125 0 0 97 97 97 0 0 0 10 567 41

NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL 73 527 106 772 - 1.27 0.117 0.292 0.013 - 293.4 12.7 52.4 9.7 F B F A 7.3 0.4 1.1 0

$: Delay exceeds 300s

NBT NBR

*: All major volume in platoon

Synchro 9 Report Page 7 383

Signalized No Build PM Reports

384

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/20/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

490 490 1900

50 50 1900 7.2 1.00 0.99 0.96 1768 0.96 1768 0.97 52 3 606 NA 4

50 50 1900

150 150 1900

170 170 1900

0.97 155 0 0 Split 8

50 50 1900 7.7 1.00 1.00 0.95 1770 0.41 767 0.97 52 0 52 pm+pt 1 6 28.0 28.0 0.28 7.7 3.0 246 0.01 0.05 0.21 27.1 1.00 0.4 27.5 C

520 520 1900 7.7 1.00 1.00 1.00 1863 1.00 1863 0.97 536 0 536 NA 6

670 670 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.97 691 438 253 Perm

150 150 1900 7.7 1.00 1.00 0.95 1770 0.16 291 0.97 155 0 155 pm+pt 5 2 29.6 29.6 0.30 7.7 3.0 145 c0.04 0.27 1.07 35.6 1.00 94.3 130.0 F

290 290 1900 7.7 1.00 1.00 1.00 1854 1.00 1854 0.97 299 1 308 NA 2

10 10 1900

0.97 52 0 0

550 550 1900 7.2 1.00 0.97 0.99 1798 0.99 1798 0.97 567 9 888 NA 8

0.97 505 0 0 Split 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

23.8 23.8 0.24 7.2 3.0 419 c0.34

17.8 17.8 0.18 7.2 3.0 319 c0.49

1.45 38.2 1.00 213.9 252.1 F 252.1 F

2.78 41.2 1.00 811.3 852.5 F 852.5 F 322.4 1.66 100.2 140.9% 15

0.97 175 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 No Build PM Peak

24.8 24.8 0.25 7.7 2.5 461 c0.29 1.16 37.7 1.00 94.8 132.5 F 76.6 E

6 24.8 24.8 0.25 7.7 2.5 391 0.16 0.65 33.8 1.00 3.2 37.0 D

0.97 10 0 0

25.6 25.6 0.26 7.7 2.5 473 0.17 0.65 33.3 1.00 2.8 36.1 D 67.5 E

F 29.8 H

Synchro 9 Report Page 1 385

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

EBL

EBR

NBL

NBT

570 570 1900 7.1 0.97 0.99 0.95 3424 0.95 3424 0.96 594 3 622 Prot 4

30 30 1900

30 30 1900 7.3 1.00 1.00 0.95 1770 0.12 219 0.96 31 0 31 pm+pt 5 2 100.6 100.6 0.67 7.3 3.0 190 0.00 0.10 0.16 14.1 1.00 0.4 14.5 B

1000 1000 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.96 1042 0 1042 NA 2

35.0 35.0 0.23 7.1 3.0 798 c0.18 0.78 53.9 1.00 4.8 58.7 E 58.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 31 0 0

21.8 0.69 150.0 65.1% 15

100.6 100.6 0.67 7.3 2.5 2373 c0.29 0.44 11.5 1.00 0.6 12.1 B 12.2 B

04/04/2017

SBT

SBR

1300 770 1300 770 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.96 0.96 1354 802 0 136 1354 666 NA pm+ov 6 4 6 89.1 124.1 89.1 124.1 0.59 0.83 7.3 7.1 2.5 3.0 2102 1309 c0.38 0.12 0.30 0.64 0.51 20.0 3.9 1.04 1.57 0.7 0.1 21.6 6.2 C A 15.9 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

C 21.7 C

Synchro 9 Report Page 3 386

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

330 330 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.97 340 0 340 Prot 4

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 165 101 64 Perm

100 100 1900 7.6 1.00 1.00 0.95 1770 0.04 78 0.97 103 0 103 pm+pt 5 2 104.5 104.5 0.70 7.6 3.0 154 0.04 0.42 0.67 42.4 1.08 9.3 54.9 D

1500 1500 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.97 1546 0 1546 NA 2

1900 1900 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.97 1959 0 1959 NA 6

270 270 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.97 278 33 245 Perm

104.5 104.5 0.70 7.6 2.5 2465 c0.44

88.0 88.0 0.59 7.6 2.5 2076 c0.55

0.63 12.3 1.39 1.1 18.1 B 20.4 C

0.94 28.7 0.76 1.2 23.1 C 21.8 C

31.1 31.1 0.21 6.8 3.0 366 c0.19 0.93 58.4 1.00 29.3 87.6 F 75.2 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 31.1 31.1 0.21 6.8 3.0 328 0.04 0.20 49.1 1.00 0.3 49.4 D

27.4 0.94 150.0 94.7% 15

6 88.0 88.0 0.59 7.6 2.5 928 0.15 0.26 15.2 0.84 0.1 12.8 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

C 22.0 F

Synchro 9 Report Page 4 387

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

180 180 1900 7.5 1.00 1.00 0.95 1770 0.56 1049 0.95 189 0 189 pm+pt 7 4 44.5 44.5 0.30 7.5 3.0 342 0.02 0.14 0.55 45.2 1.00 1.9 47.1 D

50 50 1900 7.5 1.00 0.86 1.00 1608 1.00 1608 0.95 53 136 475 NA 4

530 530 1900

30 30 1900

0.95 558 0 0

0.95 32 0 0 Perm

50 80 50 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.98 1.00 1828 1583 0.11 1.00 207 1583 0.95 0.95 53 84 0 62 85 22 NA pm+ov 8 1 8 30.5 39.8 30.5 39.8 0.20 0.27 7.5 7.3 3.0 3.0 42 420 0.00 c0.41 0.01 2.02 0.05 59.8 41.1 1.00 1.00 533.8 0.1 593.6 41.1 F D 319.0 F

290 290 1900 7.3 1.00 1.00 0.95 1770 0.06 106 0.95 305 0 305 pm+pt 5 2 90.7 90.7 0.60 7.3 3.0 293 c0.14 0.48 1.04 52.5 1.18 57.2 119.2 F

1600 1600 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.95 1684 0 1684 NA 2

20 20 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.95 21 11 10 Perm

100 100 1900 7.3 1.00 1.00 0.95 1770 0.06 119 0.95 105 0 105 pm+pt 1 6 72.0 72.0 0.48 7.3 3.0 159 0.04 0.28 0.66 32.9 1.24 4.8 45.5 D

2000 2000 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 6

90 90 1900 7.5 1.00 0.85 1.00 1583 1.00 1583 0.95 95 91 4 Over 7

62.7 62.7 0.42 7.3 2.5 1479 c0.59

6.5 6.5 0.04 7.5 3.0 68 0.00

1.42 43.6 0.70 192.4 223.0 F 208.5 F

0.06 68.8 1.00 0.2 69.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

44.5 44.5 0.30 7.5 3.0 477 c0.30 1.00 52.7 1.00 40.0 92.7 F 81.9 F 132.9 1.54 150.0 125.1% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

74.1 74.1 0.49 7.3 2.5 1748 c0.48 0.96 36.6 0.73 12.1 38.9 D 50.9 D

2 74.1 74.1 0.49 7.3 2.5 782 0.01 0.01 19.3 1.00 0.0 19.4 B

F 29.6 H

Synchro 9 Report Page 5 388

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

470 470 1900 8.3 1.00 1.00 0.95 1770 0.35 653 0.97 485 0 485 pm+pt 7 4 40.8 40.8 0.27 8.3 3.0 361 c0.22 c0.14 1.34 51.3 1.00 172.1 223.4 F

30 30 1900 8.3 1.00 0.87 1.00 1616 1.00 1616 0.97 31 79 189 NA 4

230 230 1900

30 30 1900

0.97 237 0 0

0.97 31 0 0 Perm

20 50 20 50 1900 1900 8.3 7.0 1.00 1.00 1.00 0.85 0.97 1.00 1809 1583 0.67 1.00 1251 1583 0.97 0.97 21 52 0 47 52 5 NA pm+ov 8 1 8 7.8 15.2 7.8 15.2 0.05 0.10 8.3 7.0 3.0 3.0 65 160 0.00 0.04 0.00 0.80 0.03 70.3 60.8 1.00 1.00 48.8 0.1 119.2 60.9 F E 90.0 F

150 150 1900 7.0 1.00 1.00 0.95 1770 0.05 94 0.97 155 0 155 pm+pt 5 2 89.5 89.5 0.60 7.0 3.0 167 c0.06 0.49 0.93 48.0 1.52 34.0 107.1 F

1900 1900 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 1959 0 1959 NA 2

60 60 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 62 29 33 Perm

70 70 1900 7.0 1.00 1.00 0.95 1770 0.05 97 0.97 72 0 72 pm+pt 1 6 84.3 84.3 0.56 7.0 3.0 137 0.03 0.27 0.53 33.4 1.00 3.6 37.0 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

40.8 40.8 0.27 8.3 3.0 439 0.12 0.43 45.0 1.00 0.7 45.7 D 160.1 F 68.7 1.19 150.0 109.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

79.5 79.5 0.53 7.0 2.5 1875 c0.55 1.04 35.2 0.51 29.1 47.1 D 50.5 D

2 79.5 79.5 0.53 7.0 2.5 838 0.02 0.04 16.9 1.00 0.1 17.0 B

SBT

SBR

1800 330 1800 330 1900 1900 7.0 8.3 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1856 340 0 104 1856 236 NA pm+ov 6 7 6 76.9 101.6 76.9 101.6 0.51 0.68 7.0 8.3 2.5 3.0 1814 1072 0.52 0.04 0.11 1.02 0.22 36.5 9.2 1.00 1.00 27.2 0.1 63.8 9.3 E A 54.7 D

E 30.6 H

Synchro 9 Report Page 6 389

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks DR

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

40 40 1900

0 0 1900 8.4 1.00 0.94 0.97 1707 0.80 1413 0.96 0 69 4 NA 4

30 30 1900

15 15 1900 8.4 1.00 1.00 0.95 1770 0.76 1415 0.96 16 0 16 Perm

10 10 1900 8.4 1.00 0.90 1.00 1673 1.00 1673 0.96 10 20 11 NA 8

20 20 1900

80 80 1900 7.0 1.00 1.00 0.95 1770 0.03 65 0.96 83 0 83 pm+pt 5 2 122.4 122.4 0.81 7.0 3.0 135 c0.03 0.47 0.61 38.5 1.00 8.1 46.6 D

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.96 2188 0 2188 NA 2

40 40 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 42 10 32 Perm

60 60 1900 7.0 1.00 1.00 0.95 1770 0.04 80 0.96 62 0 63 pm+pt 1 6 120.2 120.2 0.79 7.0 3.0 133 0.02 0.35 0.47 20.8 1.00 2.7 23.5 C

2200 2200 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.96 2292 0 2292 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 73 18 55 Perm

0.96 42 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 31 0 0

8 7.7 7.7 0.05 8.4 3.0 71

7.7 7.7 0.05 8.4 3.0 71 0.00 0.05 68.4 1.00 0.3 68.7 E 68.7 E

c0.01 0.23 69.0 1.00 1.6 70.6 E

17.4 0.81 151.4 90.0% 15

0.96 21 0 0

7.7 7.7 0.05 8.4 3.0 85 0.01 0.13 68.7 1.00 0.7 69.3 E 69.8 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

115.0 115.0 0.76 7.0 2.5 2688 0.62 0.81 11.5 1.00 2.8 14.3 B 15.3 B

2 115.0 115.0 0.76 7.0 2.5 1202 0.02 0.03 4.5 1.00 0.0 4.5 A

113.9 113.9 0.75 7.0 2.5 2662 c0.65 0.86 13.2 1.00 3.9 17.1 B 16.9 B

6 113.9 113.9 0.75 7.0 2.5 1190 0.03 0.05 4.8 1.00 0.1 4.9 A

B 22.4 E

Synchro 9 Report Page 7 390

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30 1900

0 0 1900 8.3 1.00 0.95 0.97 1711 0.60 1054 0.95 0 42 11 NA 4

20 20 1900

200 200 1900

0.95 21 0 0

0.95 211 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1300 0.95 11 0 222 NA 8

140 140 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 147 104 43 Perm

20 20 1900 6.9 1.00 1.00 0.95 1770 0.05 90 0.95 21 0 21 pm+pt 5 2 86.8 86.8 0.58 6.9 3.0 95 0.01 0.12 0.22 34.5 1.00 1.2 35.6 D

2000 2000 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

200 200 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 211 86 125 Perm

150 150 1900 6.9 1.00 1.00 0.95 1770 0.04 83 0.95 158 0 158 pm+pt 1 6 103.5 103.5 0.69 6.9 3.0 211 c0.07 0.45 0.75 49.3 1.47 8.2 80.6 F

2200 2200 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2316 0 2316 NA 6

20 20 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

0.95 32 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

31.3 31.3 0.21 8.3 3.0 219 0.01 0.05 47.5 1.00 0.1 47.6 D 47.6 D

31.3 31.3 0.21 8.3 3.0 271 c0.17 0.82 56.6 1.00 17.3 73.9 E 63.8 E

60.0 1.02 150.0 99.6% 15

8 31.3 31.3 0.21 8.3 3.0 330 0.03 0.13 48.3 1.00 0.2 48.5 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

82.9 82.9 0.55 6.9 2.5 1955 0.59 1.08 33.5 1.00 44.5 78.1 E 72.2 E

2 82.9 82.9 0.55 6.9 2.5 874 0.08 0.14 16.3 1.00 0.3 16.6 B

92.7 92.7 0.62 6.9 2.5 2187 c0.65 1.06 28.6 0.46 33.4 46.5 D 48.3 D

6 92.7 92.7 0.62 6.9 2.5 978 0.01 0.01 11.0 1.00 0.0 11.0 B

E 22.1 F

Synchro 9 Report Page 8 391

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.98 20 0 20 Prot 4

0 0 1900

200 200 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 204 176 28 Prot 4

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.98 0 3 0 NA 8

3 3 1900

140 140 1900 7.0 1.00 1.00 0.95 1770 0.04 70 0.98 143 0 143 pm+pt 5 2 119.1 119.1 0.79 7.0 3.0 191 c0.06 0.54 0.75 50.9 1.55 1.5 80.3 F

1900 1900 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.98 1939 0 1940 NA 2

1 1 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.07 131 0.98 10 0 10 pm+pt 1 6 102.5 102.5 0.68 7.0 3.0 115 0.00 0.06 0.09 12.2 0.69 0.0 8.4 A

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.98 2143 0 2143 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 71 24 47 Perm

0.98 0 0 0

8.7 8.7 0.06 7.0 3.0 102 0.01

8.7 8.7 0.06 7.0 3.0 91 c0.02

0.20 67.3 1.00 0.9 68.3 E

0.31 67.8 1.00 1.9 69.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

69.5 E

18.5 0.85 150.0 92.9% 15

0.98 0 0 0 8

0.98 3 0 0

1.2 1.2 0.01 7.0 3.0 12 c0.00 0.00 73.8 1.00 0.1 73.9 E 73.9 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

0.98 1 0 0

109.7 109.7 0.73 7.0 4.0 2588 c0.55 0.75 12.0 1.15 0.1 13.9 B 18.4 B

100.1 100.1 0.67 7.0 4.0 2361 c0.61 0.91 21.1 0.61 0.7 13.5 B 13.3 B

6 100.1 100.1 0.67 7.0 4.0 1056 0.03 0.04 8.6 1.00 0.0 8.6 A

B 28.0 F

Synchro 9 Report Page 2 392

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

690 690 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.99 697 0 697 Split 8

100 100 1900 7.5 1.00 0.93 1.00 1730 1.00 1730 0.99 101 22 170 NA 8

90 90 1900

150 150 1900

0.99 91 0 0

0.99 152 0 0 Split 7

50 50 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 51 0 51 Prot 5

1800 1800 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.99 1818 0 1818 NA 2

70 70 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.99 71 38 33 Perm

160 160 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 162 0 162 Prot 1

23.5 23.5 0.16 7.5 3.0 537 c0.20

23.5 23.5 0.16 7.5 3.0 271 0.10

5.4 5.4 0.04 7.3 3.0 63 0.03

70.7 70.7 0.47 7.3 4.0 1668 c0.51

1.30 63.2 1.00 147.4 210.6 F

0.63 59.2 1.00 4.5 63.6 E 178.9 F

120 240 120 240 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1812 1583 0.97 1.00 1812 1583 0.99 0.99 121 242 0 115 273 127 NA pm+ov 7 1 7 13.5 26.2 13.5 26.2 0.09 0.17 7.5 7.3 3.0 3.0 163 276 c0.15 0.04 0.04 1.67 0.46 68.2 55.6 1.00 1.00 329.0 1.2 397.2 56.8 F E 237.3 F

0.81 71.8 0.77 40.5 95.5 F

1.09 39.6 0.57 48.4 70.9 E 69.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

97.0 1.23 150.0 117.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

2 70.7 70.7 0.47 7.3 4.0 746 0.02 0.04 21.4 1.00 0.1 21.5 C

12.7 12.7 0.08 7.3 3.0 149 0.09 1.09 68.7 0.83 49.9 107.1 F

SBT

SBR

1900 680 1900 680 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.99 0.99 1919 687 0 67 1919 620 NA pm+ov 6 8 6 78.0 101.5 78.0 101.5 0.52 0.68 7.3 7.5 4.0 3.0 1840 1150 c0.54 0.08 0.31 1.04 0.54 36.0 12.3 1.48 1.92 21.3 0.0 74.5 23.7 E C 63.8 E

F 29.6 H

Synchro 9 Report Page 9 393

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

140 140 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.98 143 0 143 Prot 4

40 40 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.98 41 25 16 Perm

70 70 1900 6.8 1.00 1.00 0.95 1770 0.04 65 0.98 71 0 71 pm+pt 5 2 120.9 120.9 0.81 6.8 3.0 133 0.03 0.40 0.53 46.5 1.11 0.4 52.1 D

2600 2600 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2653 0 2653 NA 2

2800 2800 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2857 0 2857 NA 6

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.98 163 29 134 Perm

120.9 120.9 0.81 6.8 2.5 2852 c0.75

107.0 107.0 0.71 6.8 2.5 2524 c0.81

0.93 11.3 0.61 0.7 7.6 A 8.8 A

1.13 21.5 1.00 65.0 86.5 F 82.2 F

15.8 15.8 0.11 6.5 3.0 186 c0.08 0.77 65.3 1.00 17.2 82.6 F 77.7 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 15.8 15.8 0.11 6.5 3.0 166 0.01 0.10 60.6 1.00 0.3 60.9 E

48.3 1.11 150.0 96.2% 15

6 107.0 107.0 0.71 6.8 2.5 1129 0.08 0.12 6.7 1.00 0.2 6.9 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

D 20.1 F

Synchro 9 Report Page 10 394

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

100 100 1900 5.6 1.00 1.00 0.95 1770 0.95 1770 0.95 105 0 105 Prot 8

100 100 1900 5.6 1.00 0.85 1.00 1583 1.00 1583 0.95 105 93 12 Perm

100 100 1900 6.4 1.00 1.00 0.95 1770 0.95 1770 0.95 105 0 105 Prot 1

540 540 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 568 0 568 NA 6

900 900 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 947 0 947 NA 2

120 120 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.95 126 23 103 Perm

11.4 11.4 0.11 6.4 3.0 190 c0.06

81.4 81.4 0.77 6.4 4.0 1434 0.30

63.6 63.6 0.60 6.4 4.0 1120 c0.51

0.55 44.7 1.00 3.5 48.2 D

0.40 4.0 1.00 0.2 4.3 A 11.1 B

0.85 17.1 1.00 6.3 23.3 C 21.7 C

12.3 12.3 0.12 5.6 3.0 205 c0.06 0.51 43.9 1.00 2.2 46.0 D 43.9 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 12.3 12.3 0.12 5.6 3.0 184 0.01 0.07 41.6 1.00 0.2 41.7 D

20.4 0.76 105.7 76.0% 15

2 63.6 63.6 0.60 6.4 4.0 952 0.06 0.11 9.0 1.00 0.1 9.0 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

C 18.4 D

Synchro 9 Report Page 11 395

Unsignalized No Build PM Reports

396

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

25.7

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

30 30 0 Free 380 95 2 32

1200 90 1200 90 0 0 Free Free - None - 380 0 0 95 95 2 2 1263 95

50 880 10 50 880 10 0 0 0 Free Free Free - None 425 0 0 95 95 95 2 2 2 53 926 11

40 0 30 40 0 30 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 42 0 32

10 0 10 10 0 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 11 0 11

Major1 937 4.12 2.218 731 -

Approach HCM Control Delay, s HCM LOS

SE 0.2

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

731 -

0 -

Major2 1263 4.12 2.218 550 550 -

0 -

NW 0.7

NELn1 NWL NWT NWR SEL 34 550 - 731 2.167 0.096 - 0.043 $ 788.5 12.2 - 10.1 F B B 8.3 0.3 0.1 $: Delay exceeds 300s

0 -

Minor1 2368 1326 1042 7.12 6.12 6.12 3.518 ~ 24 192 277 ~ 21 ~ 21 184 242 NE $ 788.5 F

2368 1263 1326 1042 6.52 6.22 5.52 5.52 4.018 3.318 35 207 225 307 30 30 215 277

Minor2 2379 1037 1342 7.12 6.12 6.12 3.518 24 279 188

207 -

18 18 267 152

2363 932 1037 1326 6.52 6.22 5.52 5.52 4.018 3.318 35 323 308 225 30 30 278 215

323 -

SW 217.1 F

SET SERSWLn1 34 - 0.619 - 217.1 F 2.1

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

*: All major volume in platoon

Synchro 9 Report Page 2 397

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

23.3

EBL

EBR

NBL

NBT

SBT SBR

80 80 0 Stop 0 0 0 97 2 82

10 10 0 Stop None 97 2 10

10 980 10 980 0 0 Free Free - None 465 0 0 97 97 2 2 10 1010

1200 120 1200 120 0 0 Free Free - None - 260 0 0 97 97 2 2 1237 124

Minor2 2268 1237 1031 6.42 5.42 5.42 3.518 ~ 45 274 344

1237 6.22 3.318 215 -

Major1 1237 4.12 2.218 563 -

~ 44 ~ 44 274 338

215 -

563 -

Approach HCM Control Delay, s HCM LOS

EB $ 620.5 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 563 0.018 11.5 B 0.1

0 -

NB 0.1

NBT EBLn1 48 - 1.933 -$ 620.5 F 9.3

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

*: All major volume in platoon

Synchro 9 Report Page 3 398

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

53.4

EBL

04/04/2017

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

SBT SBR

50 10 20 50 10 20 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 52 10 21

30 10 160 30 10 160 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 31 10 167

20 880 40 20 880 40 0 0 0 Free Free Free - None 150 - 150 0 0 96 96 96 2 2 2 21 917 42

170 170 0 Free 230 96 2 177

1000 60 1000 60 0 0 Free Free - None - 375 0 0 96 96 2 2 1042 63

Minor2 1901 2354 1396 1396 505 958 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 42 35 148 206 518 334 ~ 16 ~ 16 143 338

26 26 157 323

521 6.94 3.32 500 500 -

EB $ 1250.7 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 663 0.031 10.6 B 0.1

Minor1 1838 2354 958 958 880 1396 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 47 35 276 334 308 206 ~ 25 ~ 25 267 210

26 26 323 157

458 6.94 3.32 550 -

Major1 1042 4.14 2.22 663 -

550 -

663 -

WB 143.6 F

0 -

NB 0.2

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 17 500 25 550 740 - 3.676 0.042 1.667 0.303 0.239 $- 1663.4 12.5$ 660.2 14.4 11.4 F B F B B 8.5 0.1 5.1 1.3 0.9

$: Delay exceeds 300s

0 -

Major2 917 4.14 2.22 740 -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

740 -

0 -

SB 1.6

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4 399

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

139.6

EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 95 2 21

30 30 0 Stop None 95 2 32

30 30 0 Free 185 95 2 32

2500 2500 0 Free None 0 0 95 2 2632

2700 40 2700 40 0 0 Free Free - None - 150 0 0 95 95 2 2 2842 42

Minor2 4221 2842 1379 6.84 5.84 5.84 3.52 ~1 30 199

1421 6.94 3.32 126 -

Major1 2842 4.14 2.22 131 -

~1 ~1 30 150

126 -

131 -

Approach HCM Control Delay, s HCM LOS

EB $ 14833.2 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 131 0.241 41 E 0.9

0 -

NB 0.5

NBT EBLn1 2 - 26.316 $ 14833.2 F 8.6

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 400

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

06/26/2017

0.8 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 90 2 22

20 20 0 Stop None 90 2 22

10 360 10 360 0 0 Free Free - None 0 0 90 90 2 2 11 400

590 40 590 40 0 0 Free Free - None 0 0 90 90 2 2 656 44

Minor2 1100 678 422 6.42 5.42 5.42 3.518 235 504 662

678 6.22 3.318 452 -

Major1 700 4.12 2.218 897 -

231 231 504 651

452 -

897 -

Approach HCM Control Delay, s HCM LOS

EB 18.8 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 897 0.012 9.1 A 0

0 -

NB 0.2

NBT EBLn1 - 306 - 0.145 0 18.8 A C 0.5

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

Synchro 9 Report Page 1 401

HCM 2010 TWSC 4: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

2045.4

NWL

NWR

NET NER

SWL SWT

350 350 0 Stop 0 0 0 92 2 380

30 30 0 Stop None 325 92 2 33

1100 240 1100 240 0 0 Free Free - None 0 0 0 92 92 2 2 1196 261

20 20 0 Free 250 92 2 22

Minor1 3413 1196 2217 6.42 5.42 5.42 3.518 ~8 ~ 287 ~ 89

1196 6.22 3.318 227 -

~8 ~8 ~ 287 ~ 86

227 -

Approach HCM Control Delay, s HCM LOS

NW $ 20131 F

Major1 0 -

0 -

NE 0

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NET NERNWLn1NWLn2 SWL SWT 8 227 584 - 47.554 0.144 0.037 $ 21854.5 23.5 11.4 F C B - 49.4 0.5 0.1 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

Major2 1196 4.12 2.218 584 584 -

2000 2000 0 Free None 0 0 92 2 2174

0 -

SW 0.1

*: All major volume in platoon

Synchro 9 Report Page 1 402

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

04/04/2017

20.8

EBL

EBT EBR

WBL WBT WBR

NBL

70 10 70 70 10 70 0 0 0 Stop Stop Stop - None - 150 0 0 95 95 95 2 2 2 74 11 74

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 11 11 11

50 590 10 50 590 10 0 0 0 Free Free Free - Yield 200 0 0 95 95 95 2 2 2 53 621 11

Minor2 1748 1737 989 1011 1011 737 726 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 ~ 67 87 299 289 317 410 430 -

Minor1 1742 1737 621 726 726 1016 1011 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 68 87 487 416 430 287 317 -

~ 54 ~ 54 267 361

Approach HCM Control Delay, s HCM LOS

EB 233.8 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 699 0.075 10.6 B 0.2

Notes ~: Volume exceeds capacity

78 78 308 397

299 -

42 42 384 203

78 78 397 308

Major1 989 4.12 2.218 699 -

487 -

699 -

WB 79.5 F

0 -

SBL

Major2 621 4.12 2.218 960 960 -

0 -

SB 0.1

SBT SBR -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 No Build PM Peak

SBT SBR

10 940 50 10 940 50 0 0 0 Free Free Free - Yield - 125 0 0 95 95 95 2 2 2 11 989 53

NB 0.8

NBT NBR EBLn1 EBLn2WBLn1 SBL 56 299 78 960 - 1.504 0.246 0.405 0.011 - $ 420 20.9 79.5 8.8 F C F A 7.7 0.9 1.6 0

$: Delay exceeds 300s

NBT NBR

*: All major volume in platoon

Synchro 9 Report Page 7 403

Signalized Short Term AM Reports

404

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/22/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

820 820 1900 7.2 0.97 1.00 0.95 3433 0.95 3433 0.85 965 0 965 Split 4

110 110 1900 7.2 1.00 0.94 1.00 1745 1.00 1745 0.85 129 18 205 NA 4

80 80 1900

30 30 1900

80 80 1900

0.85 35 0 0 Split 8

300 300 1900 7.7 1.00 1.00 1.00 1863 1.00 1863 0.85 353 0 353 NA 6

620 620 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.85 729 429 300 Perm

39.8 39.8 0.26 7.2 3.0 458 0.12

39.8 39.8 0.26 7.2 3.0 478 c0.36

1.07 55.9 1.00 50.9 106.7 F

0.45 46.7 1.00 0.7 47.4 D 95.6 F

1.37 55.9 1.00 178.9 234.8 F 234.8 F

200 200 1900 7.7 1.00 1.00 0.95 1770 0.14 255 0.85 235 0 235 pm+pt 5 2 47.7 47.7 0.31 7.7 3.0 193 c0.09 c0.29 1.22 45.6 1.00 135.6 181.2 F

270 270 1900 7.7 1.00 0.99 1.00 1835 1.00 1835 0.85 318 2 351 NA 2

39.8 39.8 0.26 7.2 3.0 901 c0.28

30 30 1900 7.7 1.00 1.00 0.95 1770 0.29 533 0.85 35 0 35 pm+pt 1 6 36.5 36.5 0.24 7.7 3.0 174 0.01 0.04 0.20 45.3 1.00 0.6 45.8 D

30 30 1900

0.85 94 0 0

450 450 1900 7.2 1.00 0.98 1.00 1822 1.00 1822 0.85 529 4 654 NA 8

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

122.1 1.26 151.5 105.3% 15

0.85 94 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 Short Term AM Peak

30.8 30.8 0.20 7.7 2.5 378 0.19 0.93 59.3 1.00 29.8 89.2 F 90.0 F

6 30.8 30.8 0.20 7.7 2.5 321 0.19 0.93 59.3 1.00 33.1 92.5 F

0.85 35 0 0

36.4 36.4 0.24 7.7 2.5 440 c0.19 0.80 54.1 1.00 9.4 63.5 E 110.5 F

F 29.8 G

Synchro 9 Report Page 1 405

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

04/04/2017

EBL

EBR

NBL

NBT

SBT

690 690 1900 7.1 0.97 0.99 0.95 3427 0.95 3427 0.91 758 2 789 Prot 4

30 30 1900

40 40 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.91 44 0 44 Prot 5

1300 1300 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.91 1429 0 1429 NA 2

40.2 40.2 0.27 7.1 3.0 918 c0.23

8.0 8.0 0.05 7.3 3.0 94 0.02

95.4 95.4 0.64 7.3 3.0 2250 c0.40

0.86 52.2 1.00 8.1 60.3 E 60.3 E

0.47 68.9 1.00 3.7 72.6 E

0.64 16.7 1.00 1.4 18.1 B 19.7 B

920 520 920 520 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.91 0.91 1011 571 0 110 1011 461 NA pm+ov 6 4 6 80.1 120.3 80.1 120.3 0.53 0.80 7.3 7.1 2.5 3.0 1889 1269 0.29 0.10 0.19 0.54 0.36 22.8 4.1 0.74 13.10 0.9 0.1 17.7 54.5 B D 31.0 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.91 33 0 0

32.7 0.74 150.0 68.6% 15

SBR

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

C 21.7 C

Synchro 9 Report Page 4 406

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

200 200 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.89 225 0 225 Prot 4

100 100 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.89 112 95 17 Perm

110 110 1900 7.6 1.00 1.00 0.95 1770 0.11 205 0.89 124 0 124 pm+pt 5 2 112.2 112.2 0.75 7.6 3.0 245 0.03 0.35 0.51 13.8 1.10 1.2 16.3 B

1800 1800 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.89 2022 0 2022 NA 2

1300 1300 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.89 1461 0 1461 NA 6

220 220 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.89 247 35 212 Perm

112.2 112.2 0.75 7.6 2.5 2647 c0.57

95.8 95.8 0.64 7.6 2.5 2260 0.41

0.76 11.1 0.70 1.6 9.4 A 9.8 A

0.65 16.7 1.53 0.9 26.4 C 25.7 C

23.4 23.4 0.16 6.8 3.0 276 c0.13 0.82 61.2 1.00 16.7 77.9 E 70.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 23.4 23.4 0.16 6.8 3.0 246 0.01 0.07 54.0 1.00 0.1 54.1 D

21.1 0.82 150.0 72.8% 15

6 95.8 95.8 0.64 7.6 2.5 1011 0.13 0.21 11.3 1.89 0.3 21.6 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

C 22.0 C

Synchro 9 Report Page 5 407

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

130 130 1900 7.5 1.00 1.00 0.95 1770 0.44 823 0.94 138 0 138 pm+pt 7 4 30.6 30.6 0.20 7.5 3.0 237 c0.04 c0.08 0.58 51.7 1.00 3.6 55.4 E

40 40 1900 6.5 0.95 0.88 1.00 1557 1.00 1557 0.94 43 99 116 NA 4

360 360 1900 6.5 0.95 0.85 1.00 1504 1.00 1504 0.94 383 119 92 Perm

40 40 1900

20 80 20 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1802 1583 0.67 1.00 1241 1583 0.94 0.94 21 85 0 74 64 11 NA pm+ov 8 1 8 11.1 19.3 11.1 19.3 0.07 0.13 7.5 7.3 3.0 3.0 91 203 0.00 0.05 0.00 0.70 0.05 67.8 57.3 1.00 1.00 21.8 0.1 89.6 57.5 F E 71.3 E

290 290 1900 7.3 0.97 1.00 0.95 3433 0.95 3433 0.94 309 0 309 Prot 5

1700 1700 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.94 1809 0 1809 NA 2

20 20 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.94 21 8 13 Perm

17.7 17.7 0.12 7.3 3.0 405 c0.09

90.1 90.1 0.60 7.3 2.5 2125 c0.51

0.76 64.1 1.10 5.4 75.8 E

0.85 24.5 0.68 2.9 19.6 B 27.6 C

70 70 1900 7.3 1.00 1.00 0.95 1770 0.05 92 0.94 74 0 74 pm+pt 1 6 88.8 88.8 0.59 7.3 3.0 146 0.03 0.27 0.51 25.1 1.54 1.9 40.7 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

30.6 30.6 0.20 6.5 3.0 317 0.07 0.37 51.4 1.00 0.7 52.1 D 52.6 D

0.94 43 0 0 Perm

4 30.6 30.6 0.20 6.5 3.0 306 0.06 0.30 50.6 1.00 0.6 51.2 D

31.9 0.87 150.0 90.8% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

2 90.1 90.1 0.60 7.3 2.5 950 0.01 0.01 12.1 1.00 0.0 12.1 B

SBT

SBR

1600 90 1600 90 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.94 0.94 1702 96 0 33 1702 63 NA pm+ov 6 7 6 80.6 91.6 80.6 91.6 0.54 0.61 7.3 7.5 2.5 3.0 1901 966 c0.48 0.00 0.03 0.90 0.06 30.9 11.8 0.74 0.66 5.1 0.0 28.0 7.9 C A 27.4 C

C 29.6 E

Synchro 9 Report Page 6 408

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

160 160 1900 8.3 0.97 1.00 0.95 3433 0.95 3433 0.95 168 0 168 Prot 7

10 10 1900 8.3 1.00 1.00 1.00 1863 1.00 1863 0.95 11 0 11 NA 4

50 50 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 53 43 10 Perm

50 50 1900

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

28.4 28.4 0.19 8.3 3.0 352 0.01

0.66 67.6 1.00 6.3 73.9 E

0.03 49.6 1.00 0.0 49.6 D 67.2 E

80 80 1900 7.0 1.00 1.00 0.95 1770 0.07 124 0.95 84 0 84 pm+pt 5 2 99.9 99.9 0.67 7.0 3.0 162 c0.03 0.32 0.52 20.9 1.79 1.9 39.3 D

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

11.1 11.1 0.07 8.3 3.0 254 c0.05

10 110 10 110 1900 1900 8.3 7.0 1.00 1.00 1.00 0.85 0.96 1.00 1789 1583 0.76 1.00 1407 1583 0.95 0.95 11 116 0 80 64 36 NA pm+ov 8 1 8 9.0 15.7 9.0 15.7 0.06 0.10 8.3 7.0 3.0 3.0 84 165 0.01 c0.05 0.01 0.76 0.22 69.4 61.5 1.00 1.00 32.8 0.7 102.2 62.2 F E 76.4 E

40 40 1900 7.0 1.00 1.00 0.95 1770 0.04 81 0.95 42 0 42 pm+pt 1 6 98.7 98.7 0.66 7.0 3.0 128 0.01 0.20 0.33 33.7 1.32 1.1 45.5 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.95 53 0 0 Perm

4 28.4 28.4 0.19 8.3 3.0 299 0.01 0.03 49.6 1.00 0.0 49.6 D

30.2 0.90 150.0 88.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

92.6 92.6 0.62 7.0 2.5 2184 c0.59 0.96 27.1 0.48 9.3 22.3 C 22.9 C

2 92.6 92.6 0.62 7.0 2.5 977 0.01 0.01 11.1 1.00 0.0 11.1 B

SBT

SBR

1600 290 1600 290 1900 1900 7.0 8.3 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.95 0.95 1684 305 0 95 1684 210 NA pm+ov 6 7 6 92.0 103.1 92.0 103.1 0.61 0.69 7.0 8.3 2.5 3.0 2170 1088 0.48 0.01 0.12 0.78 0.19 21.4 8.5 1.21 4.48 2.0 0.1 27.9 37.9 C D 29.8 C

C 30.6 E

Synchro 9 Report Page 7 409

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

90 90 1900

0 0 1900 8.4 1.00 0.94 0.97 1705 0.78 1366 0.95 0 72 97 NA 4

70 70 1900

30 30 1900 8.4 1.00 1.00 0.95 1770 0.59 1104 0.95 32 0 32 Perm

0 0 1900 8.4 1.00 0.85 1.00 1583 1.00 1583 0.95 0 75 9 NA 8

80 80 1900

20 20 1900 7.0 1.00 1.00 0.95 1770 0.07 137 0.95 21 0 21 pm+pt 5 2 102.8 102.8 0.69 7.0 3.0 134 0.00 0.10 0.16 12.3 0.57 0.2 7.3 A

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 2211 0 2211 NA 2

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 7 14 Perm

130 130 1900 7.0 1.00 1.00 0.95 1770 0.04 70 0.95 137 0 137 pm+pt 1 6 118.8 118.8 0.79 7.0 3.0 199 c0.06 0.48 0.69 51.1 0.76 5.1 43.7 D

1800 1800 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.95 1895 0 1895 NA 6

30 30 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 32 9 23 Perm

0.95 95 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.95 74 0 0

8 15.8 15.8 0.11 8.4 3.0 116

15.8 15.8 0.11 8.4 3.0 143 c0.07 0.68 64.7 1.00 12.6 77.2 E 77.2 E

0.03 0.28 61.8 1.00 1.3 63.1 E

20.3 0.90 150.0 99.9% 15

0.95 84 0 0

15.8 15.8 0.11 8.4 3.0 166 0.01 0.05 60.4 1.00 0.1 60.5 E 61.2 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

99.1 99.1 0.66 7.0 2.5 2338 c0.62 0.95 23.0 0.48 4.7 15.8 B 15.7 B

2 99.1 99.1 0.66 7.0 2.5 1045 0.01 0.01 8.7 1.00 0.0 8.7 A

108.1 108.1 0.72 7.0 2.5 2550 c0.54 0.74 12.6 1.25 1.1 16.8 B 18.5 B

6 108.1 108.1 0.72 7.0 2.5 1140 0.01 0.02 5.9 1.00 0.0 6.0 A

C 22.4 F

Synchro 9 Report Page 8 410

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900

10 10 1900 8.3 1.00 0.95 0.98 1729 0.75 1321 0.95 11 16 37 NA 4

20 20 1900

210 210 1900

0.95 21 0 0

0.95 221 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1299 0.95 11 0 232 NA 8

190 190 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 200 62 138 Perm

10 10 1900 6.9 1.00 1.00 0.95 1770 0.05 88 0.95 11 0 11 pm+pt 5 2 86.8 86.8 0.58 6.9 3.0 73 0.00 0.08 0.15 27.4 0.62 0.4 17.3 B

2000 2000 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

200 200 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 211 92 119 Perm

100 100 1900 6.9 1.00 1.00 0.95 1770 0.04 81 0.95 105 0 105 pm+pt 1 6 102.5 102.5 0.68 6.9 3.0 176 c0.04 0.36 0.60 42.2 1.00 5.3 47.5 D

1900 1900 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2000 0 2000 NA 6

10 10 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 11 4 7 Perm

0.95 21 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

32.3 32.3 0.22 8.3 3.0 284 0.03 0.13 47.5 1.00 0.2 47.7 D 47.7 D

32.3 32.3 0.22 8.3 3.0 279 c0.18 0.83 56.2 1.00 18.6 74.9 E 64.0 E

38.0 0.98 150.0 98.1% 15

8 32.3 32.3 0.22 8.3 3.0 340 0.09 0.41 50.6 1.00 0.8 51.4 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

84.8 84.8 0.57 6.9 2.5 2000 c0.59 1.05 32.6 0.38 29.7 42.1 D 38.5 D

2 84.8 84.8 0.57 6.9 2.5 894 0.08 0.13 15.3 0.22 0.1 3.6 A

93.6 93.6 0.62 6.9 2.5 2208 c0.57 0.91 24.4 1.00 6.8 31.1 C 31.9 C

6 93.6 93.6 0.62 6.9 2.5 987 0.00 0.01 10.6 1.00 0.0 10.7 B

D 22.1 F

Synchro 9 Report Page 9 411

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.97 21 0 21 Prot 4

0 0 1900

170 170 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 175 166 9 Prot 4

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.97 0 3 0 NA 8

3 3 1900

90 90 1900 7.0 1.00 1.00 0.95 1770 0.04 74 0.97 93 0 93 pm+pt 5 2 136.1 136.1 0.82 7.0 3.0 171 c0.04 0.41 0.54 39.6 1.00 3.5 43.2 D

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 2062 0 2062 NA 2

0 0 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.06 111 0.97 10 0 10 pm+pt 1 6 120.6 120.6 0.72 7.0 3.0 104 0.00 0.07 0.10 13.0 1.00 0.4 13.4 B

2000 2000 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 2062 0 2062 NA 6

80 80 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 82 24 58 Perm

0.97 0 0 0

8.6 8.6 0.05 7.0 3.0 91 c0.01

8.6 8.6 0.05 7.0 3.0 81 0.01

0.23 76.0 1.00 1.3 77.3 E

0.11 75.5 1.00 0.6 76.1 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

76.2 E

19.7 0.77 166.9 88.3% 15

0.97 0 0 0 8

0.97 3 0 0

1.2 1.2 0.01 7.0 3.0 11 c0.00 0.00 82.3 1.00 0.1 82.3 F 82.3 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

0.97 0 0 0

126.7 126.7 0.76 7.0 4.0 2686 c0.58 0.77 11.6 1.00 1.5 13.1 B 14.4 B

118.2 118.2 0.71 7.0 4.0 2506 c0.58 0.82 17.0 1.00 3.2 20.2 C 19.7 B

6 118.2 118.2 0.71 7.0 4.0 1121 0.04 0.05 7.4 1.00 0.1 7.5 A

B 28.0 E

Synchro 9 Report Page 3 412

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

760 760 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.97 784 0 784 Split 8

120 120 1900 7.5 1.00 0.93 1.00 1736 1.00 1736 0.97 124 20 207 NA 8

100 100 1900

180 180 1900

0.97 103 0 0

0.97 186 0 0 Split 7

80 80 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 82 0 82 Prot 5

1800 1800 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.97 1856 0 1856 NA 2

70 70 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.97 72 40 32 Perm

110 110 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 113 0 113 Prot 1

29.5 29.5 0.20 7.5 3.0 675 c0.23

29.5 29.5 0.20 7.5 3.0 341 0.12

7.7 7.7 0.05 7.3 3.0 90 0.05

66.7 66.7 0.44 7.3 4.0 1573 c0.52

1.16 60.2 1.00 88.4 148.7 F

0.61 55.0 1.00 3.0 58.0 E 128.3 F

80 330 80 330 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1800 1583 0.97 1.00 1800 1583 0.97 0.97 82 340 0 117 268 223 NA pm+ov 7 1 7 16.5 24.2 16.5 24.2 0.11 0.16 7.5 7.3 3.0 3.0 198 255 c0.15 0.04 0.10 1.35 0.88 66.8 61.4 1.00 1.00 188.5 26.7 255.2 88.2 F F 161.8 F

0.91 70.8 1.00 66.1 136.9 F

1.18 41.6 1.00 87.9 129.5 F 126.0 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

119.8 1.25 150.0 116.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

2 66.7 66.7 0.44 7.3 4.0 703 0.02 0.05 23.6 1.00 0.1 23.7 C

7.7 7.7 0.05 7.3 3.0 90 0.06 1.26 71.2 1.11 150.6 229.5 F

SBT

SBR

1800 510 1800 510 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1856 526 0 116 1856 410 NA pm+ov 6 8 6 66.7 96.2 66.7 96.2 0.44 0.64 7.3 7.5 4.0 3.0 1573 1094 c0.52 0.07 0.19 1.18 0.37 41.6 12.7 0.81 0.98 84.4 0.1 118.3 12.5 F B 101.0 F

F 29.6 H

Synchro 9 Report Page 10 413

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

160 160 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.95 168 0 168 Prot 4

60 60 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.95 63 33 30 Perm

20 20 1900 6.8 1.00 1.00 0.95 1770 0.03 62 0.95 21 0 21 pm+pt 5 2 123.2 123.2 0.82 6.8 3.0 78 0.00 0.22 0.27 38.9 2.01 0.2 78.2 E

2800 2800 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2947 0 2947 NA 2

2400 2400 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2526 0 2526 NA 6

40 40 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 42 9 33 Perm

123.2 123.2 0.82 6.8 2.5 2906 c0.83

114.0 114.0 0.76 6.8 2.5 2689 0.71

1.01 13.4 1.39 9.1 27.8 C 28.1 C

0.94 15.1 1.00 8.0 23.1 C 22.8 C

13.5 13.5 0.09 6.5 3.0 159 c0.09 1.06 68.2 1.00 87.2 155.4 F 130.5 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 13.5 13.5 0.09 6.5 3.0 142 0.02 0.21 63.3 1.00 0.8 64.1 E

29.9 1.07 150.0 97.3% 15

6 114.0 114.0 0.76 6.8 2.5 1203 0.02 0.03 4.4 1.00 0.0 4.5 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

C 20.1 F

Synchro 9 Report Page 11 414

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

250 250 1900 5.6 1.00 1.00 0.95 1805 0.95 1805 0.89 281 0 281 0% Prot 8

220 220 1900 5.6 1.00 0.85 1.00 1583 1.00 1583 0.89 247 118 129 2% Perm

220 220 1900 6.4 1.00 1.00 0.95 1770 0.95 1770 0.89 247 0 247 2% Prot 1

660 660 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 742 0 742 2% NA 6

460 460 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 517 0 517 2% NA 2

180 180 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.89 202 107 95 2% Perm

12.7 12.7 0.16 6.4 3.0 284 c0.14

48.4 48.4 0.61 6.4 4.0 1142 0.40

29.3 29.3 0.37 6.4 4.0 691 c0.28

0.87 32.3 1.00 23.5 55.7 E

0.65 9.8 1.00 1.4 11.2 B 22.4 C

0.75 21.6 1.00 4.7 26.3 C 23.6 C

18.5 18.5 0.23 5.6 3.0 423 c0.16 0.66 27.4 1.00 3.9 31.3 C 28.7 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 18.5 18.5 0.23 5.6 3.0 371 0.08 0.35 25.2 1.00 0.6 25.7 C

24.3 0.75 78.9 65.6% 15

2 29.3 29.3 0.37 6.4 4.0 587 0.06 0.16 16.6 1.00 0.2 16.8 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

C 18.4 C

Synchro 9 Report Page 12 415

HCM Signalized Intersection Capacity Analysis 8: Palm Valley Rd & Mickler Rd

5/24/2017

EBL

EBT

EBR

WBL

WBT

WBR

NEL

NET

NER

SWL

SWT

SWR

50 50 1900

30 640 30 640 1900 1900 4.5 4.5 1.00 0.88 1.00 0.85 0.97 1.00 1806 2787 0.84 1.00 1574 2787 0.88 0.88 34 727 0 22 91 705 NA pm+ov 4 5 4 8.4 27.6 8.4 27.6 0.10 0.34 4.5 4.5 3.0 3.0 164 1114 c0.15 0.06 0.10 0.55 0.63 34.2 22.1 1.00 1.00 4.0 1.2 38.2 23.3 D C 24.9 C

20 20 1900

20 20 1900 4.5 1.00 0.97 0.98 1778 0.83 1512 0.88 23 10 47 NA 8

10 10 1900

640 640 1900 4.5 0.97 1.00 0.95 3433 0.95 3433 0.88 727 0 727 Prot 5

1000 1000 1900 4.5 1.00 1.00 1.00 1863 1.00 1863 0.88 1136 0 1136 NA 2

20 20 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.88 23 7 16 Perm

10 10 1900 4.5 1.00 1.00 0.95 1770 0.95 1770 0.88 11 0 11 Prot 1

1150 1150 1900 4.5 0.95 1.00 1.00 3539 1.00 3539 0.88 1307 0 1307 NA 6

90 90 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.88 102 52 50 Perm

19.2 19.2 0.24 4.5 3.0 820 c0.21

57.1 57.1 0.71 4.5 3.0 1324 c0.61

1.3 1.3 0.02 4.5 3.0 28 0.01

39.2 39.2 0.49 4.5 3.0 1727 0.37

0.89 29.5 1.00 11.3 40.8 D

0.86 8.6 1.00 5.7 14.3 B 24.4 C

0.39 39.1 1.00 8.9 48.0 D

0.76 16.7 1.00 1.9 18.6 B 18.3 B

0.88 57 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

22.6 0.90 80.3 77.5% 15

0.88 23 0 0 Perm 8

0.88 11 0 0

8.4 8.4 0.10 4.5 3.0 158 0.03 0.30 33.2 1.00 1.1 34.3 C 34.3 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 Short Term AM Peak

2 57.1 57.1 0.71 4.5 3.0 1125 0.01 0.01 3.4 1.00 0.0 3.4 A

6 39.2 39.2 0.49 4.5 3.0 772 0.03 0.06 10.9 1.00 0.0 10.9 B

C 13.5 D

Synchro 9 Report Page 1 416

Unsignalized Short Term AM Reports

417

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

205.7

SEL

10 920 50 10 920 50 0 0 0 Free Free Free - None 380 - 380 0 0 86 86 86 2 2 2 12 1070 58

Major1 1302 4.12 2.218 532 -

Approach HCM Control Delay, s HCM LOS

SE 0.1

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

SET SER

532 -

0 -

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

20 20 0 Free 425 86 2 23

100 0 50 100 0 50 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 116 0 58

20 0 30 20 0 30 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 23 0 35

Major2 1070 4.12 2.218 651 -

$: Delay exceeds 300s

0 -

651 NW 0.2

NELn1 NWL NWT NWR SEL 25 651 - 532 6.977 0.036 - 0.022 $ 2997.3 10.7 - 11.9 F B B 21.7 0.1 0.1

Notes ~: Volume exceeds capacity

1100 20 1100 20 0 0 Free Free - None 0 0 86 86 2 2 1279 23

Minor1 2448 1093 1355 7.12 6.12 6.12 3.518 ~ 21 260 184

0 -

~ 17 ~ 17 254 146 NE $ 2997.3 F

2442 1070 1093 1349 6.52 6.22 5.52 5.52 4.018 3.318 31 269 290 219 29 29 283 211

269 -

Minor2 2459 1337 1122 7.12 6.12 6.12 3.518 ~ 21 189 250 ~ 16 ~ 16 185 192

2430 1291 1337 1093 6.52 6.22 5.52 5.52 4.018 3.318 32 199 222 290 30 30 214 283

199 -

SW $ 546.4 F

SET SERSWLn1 36 - 1.615 -$ 546.4 F 6.3

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

*: All major volume in platoon

Synchro 9 Report Page 2 418

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

79.6

EBL

EBR

NBL

NBT

SBT SBR

90 90 0 Stop 0 0 0 84 2 107

10 10 0 Stop None 84 2 12

40 40 0 Free 465 84 2 48

1300 1300 0 Free None 0 0 84 2 1548

830 140 830 140 0 0 Free Free - None - 260 0 0 84 84 2 2 988 167

Minor2 2631 988 1643 6.42 5.42 5.42 3.518 ~ 26 361 173

988 6.22 3.318 300 -

Major1 988 4.12 2.218 699 -

~ 24 ~ 24 361 161

300 -

699 -

Approach HCM Control Delay, s HCM LOS

EB $ 1914.9 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 699 0.068 10.5 B 0.2

0 -

NB 0.3

NBT EBLn1 26 - 4.579 $- 1914.9 F - 14.7

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

*: All major volume in platoon

Synchro 9 Report Page 3 419

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

04/04/2017

1082.9

EBL

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

70 10 10 70 10 10 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 81 12 12

40 10 140 40 10 140 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 47 12 163

30 30 0 Free 150 86 2 35

1200 40 1200 40 0 0 Free Free - None - 150 0 0 86 86 2 2 1395 47

150 780 40 150 780 40 0 0 0 Free Free Free - None 230 - 375 0 0 86 86 86 2 2 2 174 907 47

Minor2 2029 2721 1256 1256 773 1465 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 34 20 181 241 358 191 ~2 ~2 173 184

12 12 155 182

453 6.94 3.32 554 554 -

EB $ 21320.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 746 0.047 10.1 B 0.1

Minor1 2273 2721 1465 1465 808 1256 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 22 20 134 191 341 241 ~2 ~2 128 198

12 12 182 155

698 6.94 3.32 383 -

Major1 907 4.14 2.22 746 -

383 -

746 -

WB $ 4248.6 F

0 -

NB 0.2

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 2 554 2 383 486 - 46.512 0.021 29.07 0.425 0.359 $ 23983.9 11.6 $ 16085.3 21.2 16.5 F B F C C - 13.9 0.1 9.3 2.1 1.6

$: Delay exceeds 300s

0 -

Major2 1395 4.14 2.22 486 -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

486 -

SBT SBR

0 -

SB 2.6

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4 420

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

241.5

EBL

EBR

NBL

NBT

SBT SBR

40 40 0 Stop 0 0 0 92 2 43

70 70 0 Stop None 92 2 76

20 20 0 Free 185 92 2 22

2800 2800 0 Free None 0 0 92 2 3043

2400 20 2400 20 0 0 Free Free - None - 150 0 0 92 92 2 2 2609 22

Minor2 4174 2609 1565 6.84 5.84 5.84 3.52 ~2 ~ 41 158

1304 6.94 3.32 151 -

Major1 2609 4.14 2.22 162 -

~2 ~2 ~ 41 137

151 -

162 -

Approach HCM Control Delay, s HCM LOS

EB $ 11739.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 162 0.134 30.6 D 0.5

0 -

NB 0.2

NBT EBLn1 5 - 23.913 $ 11739.3 F 17

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 421

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.8 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 96 2 21

20 20 0 Stop None 96 2 21

20 560 20 560 0 0 Free Free - None 0 0 96 96 2 2 21 583

420 10 420 10 0 0 Free Free - None 0 0 96 96 2 2 438 10

Minor2 1068 443 625 6.42 5.42 5.42 3.518 245 647 534

443 6.22 3.318 615 -

Major1 448 4.12 2.218 1112 -

238 238 647 519

615 -

1112 -

Approach HCM Control Delay, s HCM LOS

EB 16.9 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1112 0.019 8.3 A 0.1

0 -

NB 0.3

NBT EBLn1 - 343 - 0.121 0 16.9 A C 0.4

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

Synchro 9 Report Page 6 422

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

492.8

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

0 0 190 0 0 190 0 0 0 Stop Stop Stop - None 0 0 0 92 92 92 2 2 2 0 0 207

190 0 20 190 0 20 0 0 0 Stop Stop Stop - Stop 0 0 94 92 94 2 2 2 202 0 21

0 0 0 Free 92 2 0

4300 4300 0 Free 0 0 94 2 4574

1200 1200 0 Free Free 150 94 2 1277

0 0 0 Free 94 2 0

0 0 0

Major2 0 0 0

Minor2 0 0 0

Approach HCM Control Delay, s HCM LOS

SE $ 12071.8 F

Minor1 8085 4574 3511 7.12 6.12 6.12 3.518 0 ~2 ~9

- 3511 - 6.22 - 3.318 0 ~8 0 0 -

~8 -

- 4574 - 6.22 - 3.318 0 ~2 0 0 -

~2 -

NW $ 7623.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NETNWLn1 SELn1 SWT 2 8 - 10.638 25.815 $- 7623.3 $ 12071.8 F F 4.3 27.6 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

Major1 0 0 0 -

0 -

NE 0

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

3300 160 3300 160 0 0 Free Free - Free - 125 0 0 94 92 2 2 3511 174

0 0 0 0 -

SW 0

*: All major volume in platoon

Synchro 9 Report Page 1 423

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

04/04/2017

17.2

EBL

EBT EBR

WBL WBT WBR

NBL

80 10 60 80 10 60 0 0 0 Stop Stop Stop - None - 150 0 0 97 98 97 0 0 0 82 10 62

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 97 97 97 0 0 0 10 10 10

60 860 10 60 860 10 0 0 0 Free Free Free - Yield 200 0 0 97 97 97 0 0 0 62 887 10

Minor2 1609 1598 588 588 1021 1010 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 85 107 499 499 288 320 ~ 71 ~ 71 469 253

98 98 489 300

567 6.2 3.3 527 -

Minor1 1603 1598 1010 1010 593 588 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 86 107 292 320 496 499

527 -

66 66 274 420

EB 181 F NBL 1015 0.061 8.8 A 0.2

98 98 300 489

887 6.2 3.3 346 -

Major1 567 4.1 2.2 1015 -

346 -

1015 -

WB 52.4 F

0 -

SBL

Major2 887 4.1 2.2 772 772 -

0 -

SB 0.2

SBT SBR -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term AM Peak

SBT SBR

10 550 40 10 550 40 0 0 0 Free Free Free - Yield - 125 0 0 97 97 97 0 0 0 10 567 41

NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL 73 527 106 772 - 1.27 0.117 0.292 0.013 - 293.4 12.7 52.4 9.7 F B F A 7.3 0.4 1.1 0

$: Delay exceeds 300s

NBT NBR

*: All major volume in platoon

Synchro 9 Report Page 7 424

Signalized Short Term PM Reports

425

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/22/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

490 490 1900 7.2 0.97 1.00 0.95 3433 0.95 3433 0.97 505 0 505 Split 4

50 50 1900 7.2 1.00 0.93 1.00 1723 1.00 1723 0.97 52 24 80 NA 4

50 50 1900

150 150 1900

170 170 1900

0.97 155 0 0 Split 8

520 520 1900 7.7 1.00 1.00 1.00 1863 1.00 1863 0.97 536 0 536 NA 6

670 670 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.97 691 284 407 Perm

22.8 22.8 0.15 7.2 3.0 259 0.05

50.8 50.8 0.34 7.2 3.0 602 c0.50

0.98 64.1 1.00 33.7 97.9 F

0.31 57.3 1.00 0.7 58.0 E 91.1 F

1.48 50.4 1.00 224.9 275.2 F 275.2 F

150 150 1900 7.7 1.00 1.00 0.95 1770 0.09 176 0.97 155 0 155 pm+pt 5 2 49.6 49.6 0.33 7.7 3.0 134 c0.06 c0.32 1.16 45.8 1.00 126.0 171.8 F

290 290 1900 7.7 1.00 1.00 1.00 1854 1.00 1854 0.97 299 1 308 NA 2

22.8 22.8 0.15 7.2 3.0 516 c0.15

50 50 1900 7.7 1.00 1.00 0.95 1770 0.38 715 0.97 52 0 52 pm+pt 1 6 46.6 46.6 0.31 7.7 3.0 260 0.01 0.05 0.20 38.0 1.00 0.4 38.4 D

10 10 1900

0.97 52 0 0

550 550 1900 7.2 1.00 0.97 0.99 1798 0.99 1798 0.97 567 6 891 NA 8

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

144.0 1.27 151.5 116.2% 15

0.97 175 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 Short Term PM Peak

40.8 40.8 0.27 7.7 2.5 501 0.29 1.07 55.4 1.00 60.2 115.5 F 96.9 F

6 40.8 40.8 0.27 7.7 2.5 426 0.26 0.96 54.5 1.00 32.3 86.8 F

0.97 10 0 0

42.3 42.3 0.28 7.7 2.5 517 0.17 0.60 47.2 1.00 1.6 48.8 D 89.9 F

F 29.8 H

Synchro 9 Report Page 1 426

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

EBL

EBR

NBL

NBT

570 570 1900 7.1 0.97 0.99 0.95 3424 0.95 3424 0.96 594 3 622 Prot 4!

30 30 1900

30 30 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.96 31 0 31 Prot 5

1000 1000 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 0.96 1042 0 1042 NA Free!

35.8 35.8 0.24 7.1 3.0 817 c0.18

7.1 7.1 0.05 7.3 3.0 83 0.02

150.0 150.0 1.00

0.76 53.1 1.00 4.2 57.3 E 57.3 E

0.37 69.3 1.00 2.8 72.1 E

0.29 0.0 1.00 0.2 0.2 A 2.3 A

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) ! Phase conflict between lane groups. c Critical Lane Group

0.96 31 0 0

18.6 0.69 150.0 65.1% 15

3539 0.29

04/04/2017

SBT

SBR

1300 770 1300 770 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.96 0.96 1354 802 0 64 1354 738 NA pm+ov 6 4 6 85.4 121.2 85.4 121.2 0.57 0.81 7.3 7.1 2.5 3.0 2014 1279 c0.38 0.14 0.33 0.67 0.58 22.5 5.2 1.02 0.24 0.9 0.3 23.8 1.6 C A 15.5 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

B 21.7 C

Synchro 9 Report Page 4 427

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

330 330 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.97 340 0 340 Prot 4

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.97 165 67 98 Perm

100 100 1900 7.6 1.00 1.00 0.95 1770 0.04 76 0.97 103 0 103 pm+pt 5 2 104.5 104.5 0.70 7.6 3.0 128 0.04 0.52 0.80 43.3 0.84 28.3 64.8 E

1500 1500 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.97 1546 0 1546 NA 2

1900 1900 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.97 1959 0 1959 NA 6

270 270 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.97 278 34 244 Perm

104.5 104.5 0.70 7.6 2.5 2465 c0.44

90.2 90.2 0.60 7.6 2.5 2128 c0.55

0.63 12.3 1.68 1.2 21.7 C 24.4 C

0.92 26.7 0.95 2.6 27.9 C 26.8 C

31.1 31.1 0.21 6.8 3.0 366 c0.19 0.93 58.4 1.00 29.3 87.6 F 75.6 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 31.1 31.1 0.21 6.8 3.0 328 0.06 0.30 50.2 1.00 0.5 50.7 D

31.5 0.93 150.0 94.7% 15

6 90.2 90.2 0.60 7.6 2.5 951 0.15 0.26 14.1 1.32 0.2 18.8 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

C 22.0 F

Synchro 9 Report Page 5 428

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

180 180 1900 7.5 1.00 1.00 0.95 1770 0.42 791 0.95 189 0 189 pm+pt 7 4 29.5 29.5 0.20 7.5 3.0 224 c0.06 c0.11 0.84 56.5 1.00 24.1 80.5 F

50 50 1900 7.5 0.95 0.88 1.00 1550 1.00 1550 0.95 53 109 201 NA 4

530 530 1900 7.5 0.95 0.85 1.00 1504 1.00 1504 0.95 558 109 192 Perm

30 30 1900

50 80 50 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.98 1.00 1828 1583 0.66 1.00 1237 1583 0.95 0.95 53 84 0 72 85 12 NA pm+ov 8 1 8 11.5 20.8 11.5 20.8 0.08 0.14 7.5 7.3 3.0 3.0 94 219 0.00 0.07 0.00 0.90 0.05 68.7 56.1 1.00 1.00 62.2 0.1 130.9 56.2 F E 93.7 F

290 290 1900 7.3 0.97 1.00 0.95 3433 0.95 3433 0.95 305 0 305 Prot 5

1600 1600 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.95 1684 0 1684 NA 2

20 20 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.95 21 9 12 Perm

11.7 11.7 0.08 7.3 3.0 267 c0.09

89.1 89.1 0.59 7.3 2.5 2102 0.48

1.14 69.2 1.07 92.8 166.6 F

0.80 23.6 0.90 2.6 23.9 C 45.5 D

100 100 1900 7.3 1.00 1.00 0.95 1770 0.06 115 0.95 105 0 105 pm+pt 1 6 96.0 96.0 0.64 7.3 3.0 176 0.04 0.34 0.60 23.7 1.34 3.3 35.2 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

29.5 29.5 0.20 7.5 3.0 304 0.13 0.66 55.6 1.00 5.3 60.9 E 65.4 E

0.95 32 0 0 Perm

4 29.5 29.5 0.20 7.5 3.0 295 0.13 0.65 55.5 1.00 4.9 60.4 E

49.1 1.04 150.0 106.7% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

2 89.1 89.1 0.59 7.3 2.5 940 0.01 0.01 12.5 1.00 0.0 12.5 B

SBT

SBR

2000 90 2000 90 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.95 0.95 2105 95 0 30 2105 65 NA pm+ov 6 7 6 86.7 97.2 86.7 97.2 0.58 0.65 7.3 7.5 2.5 3.0 2045 1025 c0.59 0.00 0.04 1.03 0.06 31.6 9.7 0.68 0.68 23.7 0.0 45.4 6.6 D A 43.3 D

D 29.6 G

Synchro 9 Report Page 6 429

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

470 470 1900 8.3 0.97 1.00 0.95 3433 0.35 1249 0.97 485 0 485 pm+pt 7 4 31.9 31.9 0.21 8.3 3.0 498 c0.10 c0.10 0.97 55.9 1.00 33.4 89.3 F

30 30 1900 8.3 1.00 1.00 1.00 1863 1.00 1863 0.97 31 0 31 NA 4

230 230 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.97 237 82 155 Perm

30 30 1900

20 50 20 50 1900 1900 8.3 7.0 1.00 1.00 1.00 0.85 0.97 1.00 1809 1583 0.80 1.00 1489 1583 0.97 0.97 21 52 0 47 52 5 NA pm+ov 8 1 8 7.6 14.8 7.6 14.8 0.05 0.10 8.3 7.0 3.0 3.0 75 156 0.00 0.03 0.00 0.69 0.03 70.1 61.1 1.00 1.00 24.2 0.1 94.2 61.2 F E 77.7 E

150 150 1900 7.0 1.00 1.00 0.95 1770 0.05 84 0.97 155 0 155 pm+pt 5 2 98.9 98.9 0.66 7.0 3.0 171 c0.06 0.53 0.91 48.8 1.53 33.4 108.2 F

1900 1900 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.97 1959 0 1959 NA 2

60 60 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 62 25 37 Perm

70 70 1900 7.0 1.00 1.00 0.95 1770 0.05 87 0.97 72 0 72 pm+pt 1 6 92.7 92.7 0.62 7.0 3.0 134 0.03 0.30 0.54 31.4 0.99 2.0 33.1 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

31.9 31.9 0.21 8.3 3.0 396 0.02 0.08 47.3 1.00 0.1 47.4 D 76.0 E

0.97 31 0 0 Perm

4 31.9 31.9 0.21 8.3 3.0 336 0.10 0.46 51.6 1.00 1.0 52.6 D

39.4 1.00 150.0 96.7% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

88.6 88.6 0.59 7.0 2.5 2090 c0.55 0.94 28.2 0.44 7.2 19.4 B 25.6 C

2 88.6 88.6 0.59 7.0 2.5 935 0.02 0.04 12.9 1.00 0.1 12.9 B

SBT

SBR

1800 330 1800 330 1900 1900 7.0 8.3 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.97 0.97 1856 340 0 104 1856 236 NA pm+ov 6 7 6 85.5 101.5 85.5 101.5 0.57 0.68 7.0 8.3 2.5 3.0 2017 1071 0.52 0.02 0.13 0.92 0.22 29.2 9.2 1.19 4.11 4.4 0.1 39.1 38.0 D D 38.7 D

D 30.6 F

Synchro 9 Report Page 7 430

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

40 40 1900

0 0 1900 8.4 1.00 0.94 0.97 1707 0.80 1413 0.96 0 69 4 NA 4

30 30 1900

15 15 1900 8.4 1.00 1.00 0.95 1770 0.76 1422 0.96 16 0 16 Perm

10 10 1900 8.4 1.00 0.90 1.00 1673 1.00 1673 0.96 10 20 11 NA 8

20 20 1900

80 80 1900 7.0 1.00 1.00 0.95 1770 0.04 66 0.96 83 0 83 pm+pt 5 2 122.3 122.3 0.82 7.0 3.0 152 c0.03 0.41 0.55 38.5 1.36 1.5 53.8 D

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.96 2188 0 2188 NA 2

40 40 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 42 10 32 Perm

60 60 1900 7.0 1.00 1.00 0.95 1770 0.04 80 0.96 62 0 63 pm+pt 1 6 117.7 117.7 0.78 7.0 3.0 134 0.02 0.35 0.47 20.5 0.95 0.7 20.2 C

2200 2200 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.96 2292 0 2292 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 73 19 54 Perm

0.96 42 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 31 0 0

8 7.6 7.6 0.05 8.4 3.0 72

7.6 7.6 0.05 8.4 3.0 71 0.00 0.05 67.8 1.00 0.3 68.1 E 68.1 E

c0.01 0.22 68.4 1.00 1.6 69.9 E

14.9 0.81 150.0 90.0% 15

0.96 21 0 0

7.6 7.6 0.05 8.4 3.0 84 0.01 0.13 68.0 1.00 0.7 68.8 E 69.2 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

113.6 113.6 0.76 7.0 2.5 2680 0.62 0.82 11.6 0.47 1.1 6.5 A 8.2 A

2 113.6 113.6 0.76 7.0 2.5 1198 0.02 0.03 4.5 1.00 0.0 4.5 A

111.3 111.3 0.74 7.0 2.5 2625 c0.65 0.87 14.2 1.21 1.2 18.4 B 18.6 B

6 111.3 111.3 0.74 7.0 2.5 1174 0.03 0.05 5.2 4.83 0.0 25.0 C

B 22.4 E

Synchro 9 Report Page 8 431

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30 1900

0 0 1900 8.3 1.00 0.95 0.97 1711 0.60 1051 0.95 0 42 11 NA 4

20 20 1900

200 200 1900

0.95 21 0 0

0.95 211 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1300 0.95 11 0 222 NA 8

140 140 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 147 85 62 Perm

20 20 1900 6.9 1.00 1.00 0.95 1770 0.05 92 0.95 21 0 21 pm+pt 5 2 84.9 84.9 0.57 6.9 3.0 95 0.01 0.12 0.22 34.3 0.78 0.7 27.6 C

2000 2000 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2105 0 2105 NA 2

200 200 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 211 97 114 Perm

150 150 1900 6.9 1.00 1.00 0.95 1770 0.05 85 0.95 158 0 158 pm+pt 1 6 103.6 103.6 0.69 6.9 3.0 235 c0.07 0.39 0.67 47.4 0.86 4.8 45.5 D

2200 2200 1900 6.9 0.95 1.00 1.00 3539 1.00 3539 0.95 2316 0 2316 NA 6

20 20 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

0.95 32 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

31.2 31.2 0.21 8.3 3.0 218 0.01 0.05 47.5 1.00 0.1 47.6 D 47.6 D

31.2 31.2 0.21 8.3 3.0 270 c0.17 0.82 56.8 1.00 17.9 74.7 E 64.6 E

64.9 1.02 150.0 99.6% 15

8 31.2 31.2 0.21 8.3 3.0 329 0.04 0.19 49.0 1.00 0.3 49.3 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

81.0 81.0 0.54 6.9 2.5 1911 c0.59 1.10 34.5 0.63 51.4 73.1 E 66.8 E

2 81.0 81.0 0.54 6.9 2.5 854 0.07 0.13 17.1 0.41 0.2 7.2 A

92.8 92.8 0.62 6.9 2.5 2189 c0.65 1.06 28.6 1.11 33.6 65.3 E 63.6 E

6 92.8 92.8 0.62 6.9 2.5 979 0.01 0.01 11.0 1.00 0.0 11.0 B

E 22.1 F

Synchro 9 Report Page 9 432

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.98 20 0 20 Prot 4

0 0 1900

200 200 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 204 94 110 pm+ov 5 4 17.1 17.1 0.11 7.0 3.0 180 c0.05 0.02 0.61 63.3 1.00 6.0 69.3 E

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.98 0 3 0 NA 8

3 3 1900

140 140 1900 7.0 1.00 1.00 0.95 1770 0.04 67 0.98 143 0 143 pm+pt 5 2 123.0 123.0 0.82 7.0 3.0 194 c0.06 0.54 0.74 50.2 0.66 1.3 34.4 C

1900 1900 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.98 1939 0 1940 NA 2

1 1 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.08 145 0.98 10 0 10 pm+pt 1 6 106.1 106.1 0.71 7.0 3.0 128 0.00 0.05 0.08 9.8 1.32 0.0 12.9 B

2100 2100 1900 7.0 0.95 1.00 1.00 3539 1.00 3539 0.98 2143 0 2143 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 71 22 49 Perm

0.98 0 0 0

4.8 4.8 0.03 7.0 3.0 56 0.01 0.36 71.1 1.00 3.9 75.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

69.8 E

26.1 0.85 150.0 92.9% 15

0.98 0 0 0 8

0.98 3 0 0

1.2 1.2 0.01 7.0 3.0 12 c0.00 0.00 73.8 1.00 0.1 73.9 E 73.9 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

0.98 1 0 0

113.6 113.6 0.76 7.0 4.0 2680 c0.55 0.72 9.8 1.94 0.1 19.0 B 20.1 C

103.7 103.7 0.69 7.0 4.0 2446 c0.61 0.88 18.1 1.52 0.5 28.0 C 27.3 C

6 103.7 103.7 0.69 7.0 4.0 1094 0.03 0.04 7.4 1.00 0.0 7.4 A

C 28.0 F

Synchro 9 Report Page 3 433

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

690 690 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.99 697 0 697 Split 8

100 100 1900 7.5 1.00 0.93 1.00 1730 1.00 1730 0.99 101 22 170 NA 8

90 90 1900

150 150 1900

0.99 91 0 0

0.99 152 0 0 Split 7

50 50 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 51 0 51 Prot 5

1800 1800 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.99 1818 0 1818 NA 2

70 70 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.99 71 43 28 Perm

160 160 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 162 0 162 Prot 1

37.3 37.3 0.25 7.5 3.0 853 c0.20

37.3 37.3 0.25 7.5 3.0 430 0.10

5.5 5.5 0.04 7.3 3.0 64 0.03

58.7 58.7 0.39 7.3 4.0 1384 c0.51

0.82 53.1 1.00 6.1 59.2 E

0.40 47.0 1.00 0.6 47.6 D 56.7 E

120 240 120 240 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1812 1583 0.97 1.00 1812 1583 0.99 0.99 121 242 0 116 273 126 NA pm+ov 7 1 7 11.5 24.4 11.5 24.4 0.08 0.16 7.5 7.3 3.0 3.0 138 257 c0.15 0.04 0.04 1.98 0.49 69.2 57.1 1.00 1.00 465.2 1.5 534.4 58.6 F E 310.8 F

0.80 71.7 0.89 39.6 103.8 F

1.31 45.6 0.79 145.2 181.4 F 173.8 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

138.3 1.26 150.0 117.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

2 58.7 58.7 0.39 7.3 4.0 619 0.02 0.04 28.3 1.00 0.1 28.4 C

12.9 12.9 0.09 7.3 3.0 152 0.09 1.07 68.5 1.16 41.8 121.2 F

SBT

SBR

1900 680 1900 680 1900 1900 7.3 7.5 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.99 0.99 1919 687 0 45 1919 642 NA pm+ov 6 8 6 66.1 103.4 66.1 103.4 0.44 0.69 7.3 7.5 4.0 3.0 1559 1170 c0.54 0.14 0.27 1.23 0.55 42.0 11.6 0.84 1.19 104.5 0.0 139.8 13.8 F B 107.5 F

F 29.6 H

Synchro 9 Report Page 10 434

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

140 140 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.98 143 0 143 Prot 4

40 40 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.98 41 25 16 Perm

70 70 1900 6.8 1.00 1.00 0.95 1770 0.03 62 0.98 71 0 71 pm+pt 5 2 125.1 125.1 0.83 6.8 3.0 97 0.02 0.59 0.73 52.5 0.97 2.6 53.6 D

2600 2600 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2653 0 2653 NA 2

2800 2800 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2857 0 2857 NA 6

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.98 163 31 132 Perm

125.1 125.1 0.83 6.8 2.5 2951 c0.75

114.3 114.3 0.76 6.8 2.5 2696 c0.81

0.90 8.3 2.19 0.5 18.6 B 19.5 B

1.06 17.9 1.00 35.8 53.6 D 51.0 D

11.6 11.6 0.08 6.5 3.0 136 c0.08 1.05 69.2 1.00 91.6 160.8 F 139.4 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 11.6 11.6 0.08 6.5 3.0 122 0.01 0.13 64.5 1.00 0.5 65.0 E

39.3 1.08 150.0 96.2% 15

6 114.3 114.3 0.76 6.8 2.5 1206 0.08 0.11 4.6 1.00 0.2 4.8 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

D 20.1 F

Synchro 9 Report Page 11 435

HCM Signalized Intersection Capacity Analysis 8: Palm Valley Rd & Mickler Rd

5/24/2017

EBL

EBT

EBR

WBL

WBT

WBR

NEL

NET

NER

SWL

SWT

SWR

40 40 1900

90 720 90 720 1900 1900 4.5 4.5 1.00 0.88 1.00 0.85 0.98 1.00 1835 2787 0.87 1.00 1617 2787 0.91 0.91 99 791 0 21 143 770 NA pm+ov 4 5 4 16.1 31.9 16.1 31.9 0.19 0.38 4.5 4.5 3.0 3.0 307 1196 c0.12 0.09 0.16 0.47 0.64 30.5 21.8 1.00 1.00 1.1 1.2 31.6 23.0 C C 24.3 C

110 110 1900

40 40 1900 4.5 1.00 0.98 0.97 1776 0.66 1203 0.91 44 6 181 NA 8

20 20 1900

450 450 1900 4.5 0.97 1.00 0.95 3433 0.95 3433 0.91 495 0 495 Prot 5

590 590 1900 4.5 1.00 1.00 1.00 1863 1.00 1863 0.91 648 0 648 NA 2

50 50 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.91 55 24 31 Perm

70 70 1900 4.5 1.00 1.00 0.95 1770 0.95 1770 0.91 77 0 77 Prot 1

1250 1250 1900 4.5 0.95 1.00 1.00 3539 1.00 3539 0.91 1374 0 1374 NA 6

60 60 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.91 66 35 31 Perm

15.8 15.8 0.19 4.5 3.0 639 c0.14

48.4 48.4 0.57 4.5 3.0 1063 0.35

6.8 6.8 0.08 4.5 3.0 141 0.04

39.4 39.4 0.46 4.5 3.0 1644 c0.39

0.77 32.8 1.00 5.8 38.6 D

0.61 12.0 1.00 1.0 13.0 B 23.4 C

0.55 37.5 1.00 4.3 41.8 D

0.84 19.9 1.00 3.9 23.7 C 24.1 C

0.91 44 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

25.2 0.82 84.8 80.4% 15

0.91 121 0 0 Perm 8

0.91 22 0 0

16.1 16.1 0.19 4.5 3.0 228 c0.15 0.80 32.8 1.00 17.2 50.0 D 50.0 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 Short Term PM Peak

2 48.4 48.4 0.57 4.5 3.0 903 0.02 0.03 8.0 1.00 0.0 8.0 A

6 39.4 39.4 0.46 4.5 3.0 735 0.02 0.04 12.4 1.00 0.0 12.4 B

C 13.5 D

Synchro 9 Report Page 1 436

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

100 100 1900 5.6 1.00 1.00 0.95 1770 0.95 1770 0.95 105 0 105 Prot 8

100 100 1900 5.6 1.00 0.85 1.00 1583 1.00 1583 0.95 105 93 12 Perm

100 100 1900 6.4 1.00 1.00 0.95 1770 0.95 1770 0.95 105 0 105 Prot 1

540 540 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 568 0 568 NA 6

900 900 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.95 947 0 947 NA 2

120 120 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.95 126 23 103 Perm

11.4 11.4 0.11 6.4 3.0 190 c0.06

81.6 81.6 0.77 6.4 4.0 1435 0.30

63.8 63.8 0.60 6.4 4.0 1122 c0.51

0.55 44.8 1.00 3.5 48.3 D

0.40 4.0 1.00 0.2 4.3 A 11.1 B

0.84 17.0 1.00 6.2 23.2 C 21.5 C

12.3 12.3 0.12 5.6 3.0 205 c0.06 0.51 44.0 1.00 2.2 46.1 D 44.0 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 12.3 12.3 0.12 5.6 3.0 183 0.01 0.07 41.7 1.00 0.2 41.8 D

20.4 0.76 105.9 76.0% 15

2 63.8 63.8 0.60 6.4 4.0 953 0.07 0.11 9.0 1.00 0.1 9.0 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

C 18.4 D

Synchro 9 Report Page 12 437

Unsignalized Short Term PM Reports

438

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

25.7

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

30 30 0 Free 380 95 2 32

1200 90 1200 90 0 0 Free Free - None - 380 0 0 95 95 2 2 1263 95

50 880 10 50 880 10 0 0 0 Free Free Free - None 425 0 0 95 95 95 2 2 2 53 926 11

40 0 30 40 0 30 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 42 0 32

10 0 10 10 0 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 11 0 11

Major1 937 4.12 2.218 731 -

Approach HCM Control Delay, s HCM LOS

SE 0.2

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

731 -

0 -

Major2 1263 4.12 2.218 550 550 -

0 -

NW 0.7

NELn1 NWL NWT NWR SEL 34 550 - 731 2.167 0.096 - 0.043 $ 788.5 12.2 - 10.1 F B B 8.3 0.3 0.1 $: Delay exceeds 300s

0 -

Minor1 2368 1326 1042 7.12 6.12 6.12 3.518 ~ 24 192 277 ~ 21 ~ 21 184 242 NE $ 788.5 F

2368 1263 1326 1042 6.52 6.22 5.52 5.52 4.018 3.318 35 207 225 307 30 30 215 277

Minor2 2379 1037 1342 7.12 6.12 6.12 3.518 24 279 188

207 -

18 18 267 152

2363 932 1037 1326 6.52 6.22 5.52 5.52 4.018 3.318 35 323 308 225 30 30 278 215

323 -

SW 217.1 F

SET SERSWLn1 34 - 0.619 - 217.1 F 2.1

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

*: All major volume in platoon

Synchro 9 Report Page 2 439

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

23.3

EBL

EBR

NBL

NBT

SBT SBR

80 80 0 Stop 0 0 0 97 2 82

10 10 0 Stop None 97 2 10

10 980 10 980 0 0 Free Free - None 465 0 0 97 97 2 2 10 1010

1200 120 1200 120 0 0 Free Free - None - 260 0 0 97 97 2 2 1237 124

Minor2 2268 1237 1031 6.42 5.42 5.42 3.518 ~ 45 274 344

1237 6.22 3.318 215 -

Major1 1237 4.12 2.218 563 -

~ 44 ~ 44 274 338

215 -

563 -

Approach HCM Control Delay, s HCM LOS

EB $ 620.5 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 563 0.018 11.5 B 0.1

0 -

NB 0.1

NBT EBLn1 48 - 1.933 -$ 620.5 F 9.3

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

*: All major volume in platoon

Synchro 9 Report Page 3 440

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

53.4

EBL

04/04/2017

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

SBT SBR

50 10 20 50 10 20 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 52 10 21

30 10 160 30 10 160 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 31 10 167

20 880 40 20 880 40 0 0 0 Free Free Free - None 150 - 150 0 0 96 96 96 2 2 2 21 917 42

170 170 0 Free 230 96 2 177

1000 60 1000 60 0 0 Free Free - None - 375 0 0 96 96 2 2 1042 63

Minor2 1901 2354 1396 1396 505 958 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 42 35 148 206 518 334 ~ 16 ~ 16 143 338

26 26 157 323

521 6.94 3.32 500 -

Minor1 1838 2354 958 958 880 1396 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 47 35 276 334 308 206

500 -

~ 25 ~ 25 267 210

EB $ 1250.7 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 663 0.031 10.6 B 0.1

26 26 323 157

458 6.94 3.32 550 -

Major1 1042 4.14 2.22 663 -

550 -

663 -

WB 143.6 F

0 -

NB 0.2

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL 17 500 25 550 740 - 3.676 0.042 1.667 0.303 0.239 $- 1663.4 12.5$ 660.2 14.4 11.4 F B F B B 8.5 0.1 5.1 1.3 0.9

$: Delay exceeds 300s

0 -

Major2 917 4.14 2.22 740 -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

740 -

0 -

SB 1.6

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4 441

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

139.6

EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 95 2 21

30 30 0 Stop None 95 2 32

30 30 0 Free 185 95 2 32

2500 2500 0 Free None 0 0 95 2 2632

2700 40 2700 40 0 0 Free Free - None - 150 0 0 95 95 2 2 2842 42

Minor2 4221 2842 1379 6.84 5.84 5.84 3.52 ~1 30 199

1421 6.94 3.32 126 -

Major1 2842 4.14 2.22 131 -

~1 ~1 30 150

126 -

131 -

Approach HCM Control Delay, s HCM LOS

EB $ 14833.2 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 131 0.241 41 E 0.9

0 -

NB 0.5

NBT EBLn1 2 - 26.316 $ 14833.2 F 8.6

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

*: All major volume in platoon

Synchro 9 Report Page 5 442

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

06/26/2017

0.9 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 90 2 22

20 20 0 Stop None 90 2 22

10 360 10 360 0 0 Free Free - None 0 0 90 90 2 2 11 400

590 40 590 40 0 0 Free Free - None 0 0 90 90 2 2 656 44

Minor2 1100 678 422 7.12 6.12 6.12 3.518 190 442 609

678 6.22 3.318 452 -

Major1 700 4.12 2.218 897 -

188 188 435 599

452 -

897 -

Approach HCM Control Delay, s HCM LOS

EB 21.2 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 897 0.012 9.1 A 0

0 -

NB 0.2

NBT EBLn1 - 266 - 0.167 0 21.2 A C 0.6

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

Synchro 9 Report Page 1 443

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

04/04/2017

244.6

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

0 0 350 0 0 350 0 0 0 Stop Stop Stop - None 0 0 0 92 92 92 2 2 2 0 0 380

30 0 20 30 0 20 0 0 0 Stop Stop Stop - Stop 0 0 94 92 94 2 2 2 32 0 21

0 0 0 Free 92 2 0

1100 240 1100 240 0 0 Free Free - Free - 150 0 0 94 94 2 2 1170 255

0 0 0 Free 94 2 0

Minor2 0 0 0

Approach HCM Control Delay, s HCM LOS

SE $ 2396.1 F

- 2128 - 6.22 - 3.318 0 ~ 63 0 0 -

Minor1 3298 1170 2128 7.12 6.12 6.12 3.518 ~5 235 65

~ 63 -

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NETNWLn1 SELn1 SWT - 235 63 - 0.091 6.039 - 21.8 $ 2396.1 C F 0.3 43 -

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

- 1170 - 6.22 - 3.318 0 235 0 0 -

235 -

NW 21.8 C

Major1 0 0 0 -

0 -

0 0 0

Major2 0 0 0

NE 0

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

2000 20 2000 20 0 0 Free Free - Free - 125 0 0 94 92 2 2 2128 22

0 0 0 0 -

SW 0

*: All major volume in platoon

Synchro 9 Report Page 1 444

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

04/04/2017

20.8

EBL

EBT EBR

WBL WBT WBR

NBL

70 10 70 70 10 70 0 0 0 Stop Stop Stop - None - 150 0 0 95 95 95 2 2 2 74 11 74

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 11 11 11

50 590 10 50 590 10 0 0 0 Free Free Free - Yield 200 0 0 95 95 95 2 2 2 53 621 11

Minor2 1748 1737 989 1011 1011 737 726 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 ~ 67 87 299 289 317 410 430 -

Minor1 1742 1737 621 726 726 1016 1011 7.12 6.52 6.22 6.12 5.52 6.12 5.52 3.518 4.018 3.318 68 87 487 416 430 287 317 -

~ 54 ~ 54 267 361

Approach HCM Control Delay, s HCM LOS

EB 233.8 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 699 0.075 10.6 B 0.2

Notes ~: Volume exceeds capacity

78 78 308 397

299 -

42 42 384 203

78 78 397 308

Major1 989 4.12 2.218 699 -

487 -

699 -

WB 79.5 F

0 -

SBL

Major2 621 4.12 2.218 960 960 -

0 -

SB 0.1

SBT SBR -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 Short Term PM Peak

SBT SBR

10 940 50 10 940 50 0 0 0 Free Free Free - Yield - 125 0 0 95 95 95 2 2 2 11 989 53

NB 0.8

NBT NBR EBLn1 EBLn2WBLn1 SBL 56 299 78 960 - 1.504 0.246 0.405 0.011 - $ 420 20.9 79.5 8.8 F C F A 7.7 0.9 1.6 0

$: Delay exceeds 300s

NBT NBR

*: All major volume in platoon

Synchro 9 Report Page 7 445

Signalized 2040 Build Alternative AM Reports

446

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/22/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

1200 1200 1900 7.2 0.97 1.00 0.95 3433 0.95 3433 0.85 1412 0 1412 Split 4

160 160 1900 7.2 1.00 0.94 1.00 1755 1.00 1755 0.85 188 14 292 NA 4

100 100 1900

20 20 1900

100 100 1900

0.85 24 0 0 Split 8

390 390 1900 7.7 0.95 1.00 1.00 3539 1.00 3539 0.85 459 0 459 NA 6

880 880 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.85 1035 558 477 Perm

59.8 59.8 0.37 7.2 3.0 645 0.17

30.8 30.8 0.19 7.2 3.0 341 c0.29

1.12 51.4 1.00 64.2 115.6 F

0.45 38.9 1.00 0.5 39.5 D 102.0 F

1.54 65.8 1.00 255.1 321.0 F 321.0 F

100 100 1900 7.7 1.00 1.00 0.95 1770 0.31 568 0.85 118 0 118 pm+pt 5 2 43.6 43.6 0.27 7.7 3.0 206 c0.03 0.13 0.57 48.9 1.00 3.8 52.7 D

370 370 1900 7.7 1.00 0.99 1.00 1842 1.00 1842 0.85 435 2 468 NA 2

59.8 59.8 0.37 7.2 3.0 1263 c0.41

50 50 1900 7.7 1.00 1.00 0.95 1770 0.11 214 0.85 59 0 59 pm+pt 1 6 40.6 40.6 0.25 7.7 3.0 109 0.02 0.12 0.54 50.3 1.00 5.4 55.7 E

30 30 1900

0.85 118 0 0

330 330 1900 7.2 1.00 0.97 1.00 1803 1.00 1803 0.85 388 6 524 NA 8

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

165.5 1.26 162.5 108.2% 15

0.85 118 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative AM Peak

447

34.8 34.8 0.21 7.7 2.5 757 0.13 0.61 57.7 1.00 1.2 58.8 E 195.4 F

6 34.8 34.8 0.21 7.7 2.5 339 c0.30 1.41 63.9 1.00 200.1 263.9 F

0.85 35 0 0

36.3 36.3 0.22 7.7 2.5 411 0.25 1.14 63.1 1.00 88.3 151.4 F 131.6 F

F 29.8 G

Synchro 9 Report Page 1

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

04/04/2017

EBL

EBR

NBL

NBT

SBT

690 690 1900 7.1 0.97 0.99 0.95 3427 0.95 3427 0.91 758 2 789 Prot 4

30 30 1900

40 40 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.91 44 0 44 Prot 5

1400 1400 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.91 1538 0 1538 NA 2

40.5 40.5 0.27 7.1 3.0 925 c0.23

8.0 8.0 0.05 7.3 3.0 94 0.02

95.1 95.1 0.63 7.3 3.0 2243 c0.43

0.85 51.9 1.00 7.7 59.6 E 59.6 E

0.47 68.9 1.00 3.7 72.6 E

0.69 17.8 1.00 1.7 19.5 B 21.0 C

1000 600 1000 600 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.91 0.91 1099 659 0 110 1099 549 NA pm+ov 6 4 6 79.8 120.3 79.8 120.3 0.53 0.80 7.3 7.1 2.5 3.0 1882 1269 0.31 0.12 0.23 0.58 0.43 23.8 4.5 0.74 5.96 1.2 0.2 18.9 27.0 B C 21.9 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.91 33 0 0

28.8 0.78 150.0 71.3% 15

SBR

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

448

C 21.7 C

Synchro 9 Report Page 4

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

200 200 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.89 225 0 225 Prot 4

100 100 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.89 112 95 17 Perm

130 130 1900 7.6 1.00 1.00 0.95 1770 0.10 179 0.89 146 0 146 pm+pt 5 2 112.2 112.2 0.75 7.6 3.0 235 0.04 0.42 0.62 11.9 1.46 3.6 21.0 C

2000 2000 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.89 2247 0 2247 NA 2

1500 1500 1900 7.6 0.91 1.00 1.00 5085 1.00 5085 0.89 1685 0 1685 NA 6

250 250 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.89 281 51 230 Perm

112.2 112.2 0.75 7.6 2.5 2647 c0.63

95.0 95.0 0.63 7.6 2.5 3220 0.33

0.85 13.0 0.84 2.6 13.6 B 14.0 B

0.52 15.1 1.27 0.5 19.6 B 19.9 B

23.4 23.4 0.16 6.8 3.0 276 c0.13 0.82 61.2 1.00 16.7 77.9 E 70.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 23.4 23.4 0.16 6.8 3.0 246 0.01 0.07 54.0 1.00 0.1 54.1 D

20.5 0.89 150.0 78.4% 15

6 95.0 95.0 0.63 7.6 2.5 1002 0.15 0.23 11.8 1.81 0.4 21.7 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

449

C 22.0 D

Synchro 9 Report Page 5

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

130 130 1900 7.5 1.00 1.00 0.95 1770 0.44 812 0.94 138 0 138 pm+pt 7 4 32.5 32.5 0.22 7.5 3.0 260 c0.05 0.07 0.53 50.1 1.00 2.1 52.2 D

40 40 1900 7.5 0.95 0.88 1.00 1556 1.00 1556 0.94 43 101 119 NA 4

370 370 1900 7.5 0.95 0.85 1.00 1504 1.00 1504 0.94 394 114 103 Perm

40 40 1900

20 80 20 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1802 1583 0.66 1.00 1236 1583 0.94 0.94 21 85 0 74 64 11 NA pm+ov 8 1 8 11.7 20.1 11.7 20.1 0.08 0.13 7.5 7.3 3.0 3.0 96 212 0.00 c0.05 0.00 0.67 0.05 67.3 56.7 1.00 1.00 16.1 0.1 83.4 56.8 F E 68.2 E

330 330 1900 7.3 0.97 1.00 0.95 3433 0.95 3433 0.94 351 0 351 Prot 5

1900 1900 1900 7.3 0.91 1.00 1.00 5085 1.00 5085 0.94 2021 0 2021 NA 2

20 20 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.94 21 9 12 Perm

23.2 23.2 0.15 7.3 3.0 530 c0.10

87.0 87.0 0.58 7.3 2.5 2949 c0.40

0.66 59.7 1.14 1.6 69.4 E

0.69 22.0 0.70 0.7 16.1 B 23.9 C

70 70 1900 7.3 1.00 1.00 0.95 1770 0.06 120 0.94 74 0 74 pm+pt 1 6 80.6 80.6 0.54 7.3 3.0 156 0.03 0.23 0.47 19.6 2.06 2.0 42.3 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

32.5 32.5 0.22 7.5 3.0 337 0.08 0.35 49.8 1.00 0.6 50.5 D 50.7 D

4 32.5 32.5 0.22 7.5 3.0 325 0.07 0.32 49.4 1.00 0.6 50.0 D

25.9 0.74 150.0 83.6% 15

0.94 43 0 0 Perm 8

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

450

2 87.0 87.0 0.58 7.3 2.5 918 0.01 0.01 13.3 1.00 0.0 13.3 B

SBT

SBR

1800 90 1800 90 1900 1900 7.3 7.5 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.94 0.94 1915 96 0 40 1915 56 NA pm+ov 6 7 6 72.2 85.5 72.2 85.5 0.48 0.57 7.3 7.5 2.5 3.0 2447 902 c0.38 0.01 0.03 0.78 0.06 32.4 14.4 0.50 0.05 2.3 0.0 18.3 0.8 B A 18.4 B

C 29.6 E

Synchro 9 Report Page 6

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

160 160 1900 8.3 0.97 1.00 0.95 3433 0.95 3433 0.95 168 0 168 Prot 7

10 10 1900 8.3 1.00 1.00 1.00 1863 1.00 1863 0.95 11 0 11 NA 4

50 50 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 53 43 10 Perm

50 50 1900

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

28.9 28.9 0.19 8.3 3.0 358 0.01

0.65 67.3 1.00 5.4 72.8 E

0.03 49.2 1.00 0.0 49.2 D 66.3 E

80 80 1900 7.0 1.00 1.00 0.95 1770 0.08 157 0.95 84 0 84 pm+pt 5 2 99.3 99.3 0.66 7.0 3.0 182 c0.02 0.28 0.46 12.9 2.01 1.5 27.5 C

2200 2200 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.95 2316 0 2316 NA 2

11.4 11.4 0.08 8.3 3.0 260 c0.05

10 120 10 120 1900 1900 8.3 7.0 1.00 1.00 1.00 0.85 0.96 1.00 1789 1583 0.76 1.00 1407 1583 0.95 0.95 11 126 0 80 64 46 NA pm+ov 8 1 8 9.2 16.0 9.2 16.0 0.06 0.11 8.3 7.0 3.0 3.0 86 168 0.01 c0.05 0.02 0.74 0.28 69.2 61.7 1.00 1.00 29.0 0.9 98.2 62.6 F E 74.6 E

50 50 1900 7.0 1.00 1.00 0.95 1770 0.04 81 0.95 53 0 53 pm+pt 1 6 98.3 98.3 0.66 7.0 3.0 129 0.02 0.25 0.41 19.0 1.39 1.8 28.1 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 28.9 28.9 0.19 8.3 3.0 304 0.01 0.03 49.2 1.00 0.0 49.2 D

23.2 0.72 150.0 75.7% 15

0.95 53 0 0 Perm 8

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

451

92.0 92.0 0.61 7.0 2.5 3118 c0.46 0.74 20.6 0.32 1.3 7.9 A 8.6 A

2 92.0 92.0 0.61 7.0 2.5 970 0.01 0.01 11.3 1.00 0.0 11.3 B

SBT

SBR

1700 320 1700 320 1900 1900 7.0 8.3 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.95 0.95 1789 337 0 106 1789 231 NA pm+ov 6 7 6 91.5 102.9 91.5 102.9 0.61 0.69 7.0 8.3 2.5 3.0 3101 1085 0.35 0.02 0.13 0.58 0.21 17.6 8.7 1.53 5.23 0.7 0.1 27.6 45.4 C D 30.3 C

C 30.6 D

Synchro 9 Report Page 7

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

90 90 1900

0 0 1900 8.4 1.00 0.94 0.97 1705 0.78 1366 0.95 0 71 98 NA 4

70 70 1900

30 30 1900 8.4 1.00 1.00 0.95 1770 0.60 1116 0.95 32 0 32 Perm

0 0 1900 8.4 1.00 0.85 1.00 1583 1.00 1583 0.95 0 74 10 NA 8

80 80 1900

20 20 1900 7.0 1.00 1.00 0.95 1770 0.07 131 0.95 21 0 21 pm+pt 5 2 101.4 101.4 0.68 7.0 3.0 128 0.00 0.11 0.16 9.0 0.82 0.4 7.8 A

2300 2300 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.95 2421 0 2421 NA 2

20 20 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 21 7 14 Perm

140 140 1900 7.0 1.00 1.00 0.95 1770 0.04 71 0.95 147 0 147 pm+pt 1 6 117.4 117.4 0.78 7.0 3.0 199 c0.06 c0.51 0.74 45.0 1.22 10.4 65.2 E

2000 2000 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.95 2105 0 2105 NA 6

30 30 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.95 32 9 23 Perm

0.95 95 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.95 74 0 0

8 17.2 17.2 0.11 8.4 3.0 127

17.2 17.2 0.11 8.4 3.0 156 c0.07 0.63 63.4 1.00 7.7 71.1 E 71.1 E

0.03 0.25 60.5 1.00 1.0 61.6 E

21.7 0.74 150.0 86.8% 15

0.95 84 0 0

17.2 17.2 0.11 8.4 3.0 181 0.01 0.05 59.1 1.00 0.1 59.3 E 59.9 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

452

97.7 97.7 0.65 7.0 2.5 3312 0.48 0.73 17.4 1.46 1.0 26.4 C 26.1 C

2 97.7 97.7 0.65 7.0 2.5 1031 0.01 0.01 9.2 1.00 0.0 9.2 A

106.7 106.7 0.71 7.0 2.5 3617 c0.41 0.58 10.7 0.67 0.5 7.7 A 11.4 B

6 106.7 106.7 0.71 7.0 2.5 1126 0.01 0.02 6.3 1.00 0.0 6.4 A

C 22.4 E

Synchro 9 Report Page 8

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900

10 10 1900 8.3 1.00 0.95 0.98 1729 0.73 1294 0.95 11 15 38 NA 4

20 20 1900

210 210 1900

0.95 21 0 0

0.95 221 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1299 0.95 11 0 232 NA 8

190 190 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 200 73 127 Perm

10 10 1900 6.9 1.00 1.00 0.95 1770 0.06 105 0.95 11 0 11 pm+pt 5 2 90.7 90.7 0.60 6.9 3.0 90 0.00 0.07 0.12 14.9 0.69 0.5 10.7 B

2200 2200 1900 6.9 0.91 1.00 1.00 5085 1.00 5085 0.95 2316 0 2316 NA 2

210 210 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 221 91 130 Perm

100 100 1900 6.9 1.00 1.00 0.95 1770 0.04 79 0.95 105 0 105 pm+pt 1 6 102.1 102.1 0.68 6.9 3.0 145 c0.04 0.45 0.72 36.0 1.00 16.4 52.4 D

2000 2000 1900 6.9 0.91 1.00 1.00 5085 1.00 5085 0.95 2105 0 2105 NA 6

10 10 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 11 4 7 Perm

0.95 21 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

31.5 31.5 0.21 8.3 3.0 271 0.03 0.14 48.2 1.00 0.2 48.5 D 48.5 D

31.5 31.5 0.21 8.3 3.0 272 c0.18 0.85 57.0 1.00 21.9 78.9 E 66.3 E

18.8 0.80 150.0 85.3% 15

8 31.5 31.5 0.21 8.3 3.0 332 0.08 0.38 50.9 1.00 0.7 51.6 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

453

88.3 88.3 0.59 6.9 2.5 2993 c0.46 0.77 23.3 0.32 1.5 8.9 A 8.7 A

2 88.3 88.3 0.59 6.9 2.5 931 0.08 0.14 13.8 0.41 0.2 5.9 A

94.0 94.0 0.63 6.9 2.5 3186 c0.41 0.66 17.8 1.00 1.1 18.9 B 20.5 C

6 94.0 94.0 0.63 6.9 2.5 992 0.00 0.01 10.5 1.00 0.0 10.5 B

B 22.1 E

Synchro 9 Report Page 9

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.97 21 0 21 Prot 4

0 0 1900

170 170 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 175 166 9 Prot 4

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.97 0 3 0 NA 8

3 3 1900

100 100 1900 7.0 1.00 1.00 0.95 1770 0.05 100 0.97 103 0 103 pm+pt 5 2 136.1 136.1 0.82 7.0 3.0 207 c0.04 0.37 0.50 19.3 1.00 1.9 21.2 C

2100 2100 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.97 2165 0 2165 NA 2

0 0 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.07 129 0.97 10 0 10 pm+pt 1 6 118.9 118.9 0.71 7.0 3.0 115 0.00 0.06 0.09 7.6 1.00 0.3 7.9 A

2100 2100 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.97 2165 0 2165 NA 6

90 90 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 93 28 65 Perm

0.97 0 0 0

8.6 8.6 0.05 7.0 3.0 91 c0.01

8.6 8.6 0.05 7.0 3.0 81 0.01

0.23 76.0 1.00 1.3 77.3 E

0.11 75.5 1.00 0.6 76.1 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

76.2 E

14.2 0.58 166.9 73.6% 15

0.97 0 0 0 8

0.97 3 0 0

1.2 1.2 0.01 7.0 3.0 11 c0.00 0.00 82.3 1.00 0.1 82.3 F 82.3 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

454

0.97 0 0 0

126.7 126.7 0.76 7.0 4.0 3860 c0.43 0.56 8.4 1.00 0.2 8.7 A 9.2 A

116.5 116.5 0.70 7.0 4.0 3549 c0.43 0.61 13.3 1.00 0.8 14.0 B 13.8 B

6 116.5 116.5 0.70 7.0 4.0 1104 0.04 0.06 7.9 1.00 0.1 8.0 A

B 28.0 D

Synchro 9 Report Page 3

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

740 740 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.97 763 0 763 Split 8

120 120 1900 7.5 1.00 0.93 1.00 1736 1.00 1736 0.97 124 20 207 NA 8

100 100 1900

180 180 1900

0.97 103 0 0

0.97 186 0 0 Split 7

80 80 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 82 0 82 Prot 5

1900 1900 1900 7.3 0.91 1.00 1.00 5085 1.00 5085 0.97 1959 0 1959 NA 2

80 80 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.97 82 46 36 Perm

110 110 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.97 113 0 113 Prot 1

29.5 29.5 0.20 7.5 3.0 675 c0.22

29.5 29.5 0.20 7.5 3.0 341 0.12

8.3 8.3 0.06 7.3 3.0 97 0.05

66.7 66.7 0.44 7.3 4.0 2261 c0.39

1.13 60.2 1.00 76.4 136.7 F

0.61 55.0 1.00 3.0 58.0 E 118.6 F

80 350 80 350 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1800 1583 0.97 1.00 1800 1583 0.97 0.97 82 361 0 117 268 244 NA pm+ov 7 1 7 16.5 24.2 16.5 24.2 0.11 0.16 7.5 7.3 3.0 3.0 198 255 c0.15 0.05 0.11 1.35 0.96 66.8 62.4 1.00 1.00 188.5 44.4 255.2 106.8 F F 170.0 F

0.85 70.2 1.00 45.6 115.8 F

0.87 37.6 1.00 4.8 42.4 D 44.5 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

64.9 1.03 150.0 102.8% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

455

2 66.7 66.7 0.44 7.3 4.0 703 0.02 0.05 23.7 1.00 0.1 23.8 C

7.7 7.7 0.05 7.3 3.0 90 0.06 1.26 71.2 1.10 147.8 226.3 F

SBT

SBR

1800 510 1800 510 1900 1900 7.3 7.5 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.97 0.97 1856 526 0 118 1856 408 NA pm+ov 6 8 6 66.1 95.6 66.1 95.6 0.44 0.64 7.3 7.5 4.0 3.0 2240 1088 c0.36 0.07 0.18 0.83 0.38 37.0 13.0 0.74 0.89 1.6 0.1 29.1 11.7 C B 34.3 C

E 29.6 G

Synchro 9 Report Page 10

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

160 160 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.95 168 0 168 Prot 4

60 60 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.95 63 32 31 Perm

20 20 1900 6.8 1.00 1.00 0.95 1770 0.03 64 0.95 21 0 21 pm+pt 5 2 119.4 119.4 0.80 6.8 3.0 78 0.00 0.21 0.27 45.9 2.04 0.7 94.1 F

2800 2800 1900 6.8 0.91 1.00 1.00 5085 1.00 5085 0.95 2947 0 2947 NA 2

2400 2400 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.95 2526 0 2526 NA 6

40 40 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.95 42 10 32 Perm

119.4 119.4 0.80 6.8 2.5 4047 c0.58

110.2 110.2 0.73 6.8 2.5 2599 c0.71

0.73 7.4 1.31 0.4 10.1 B 10.7 B

0.97 18.5 1.00 12.2 30.7 C 30.2 C

17.3 17.3 0.12 6.5 3.0 204 c0.09 0.82 64.9 1.00 22.8 87.6 F 80.2 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 17.3 17.3 0.12 6.5 3.0 182 0.02 0.17 59.9 1.00 0.4 60.3 E

22.2 0.97 150.0 86.3% 15

6 110.2 110.2 0.73 6.8 2.5 1162 0.02 0.03 5.4 1.00 0.0 5.4 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

456

C 20.1 E

Synchro 9 Report Page 11

HCM Signalized Intersection Capacity Analysis 8: Palm Valley Rd & Mickler Rd

6/20/2017

EBL

EBT

EBR

WBL

WBT

WBR

NEL

NET

NER

SWL

SWT

SWR

50 50 1900

30 600 30 600 1900 1900 4.5 4.5 1.00 0.88 1.00 0.85 0.97 1.00 1806 2787 0.85 1.00 1575 2787 0.88 0.88 34 682 0 16 91 666 NA pm+ov 4 5 4 8.4 27.6 8.4 27.6 0.10 0.34 4.5 4.5 3.0 3.0 163 1108 c0.14 0.06 0.10 0.56 0.60 34.4 22.0 1.00 1.00 4.1 0.9 38.5 22.9 D C 24.8 C

20 20 1900

20 20 1900 4.5 1.00 0.97 0.98 1778 0.83 1512 0.88 23 10 47 NA 8

10 10 1900

600 600 1900 4.5 0.97 1.00 0.95 3433 0.95 3433 0.88 682 0 682 Prot 5

1450 1450 1900 4.5 0.95 1.00 1.00 3532 1.00 3532 0.88 1648 1 1670 NA 2

20 20 1900

10 10 1900 4.5 1.00 1.00 0.95 1770 0.95 1770 0.88 11 0 11 Prot 1

1200 1200 1900 4.5 0.95 1.00 1.00 3539 1.00 3539 0.88 1364 0 1364 NA 6

80 80 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.88 91 46 45 Perm

19.2 19.2 0.24 4.5 3.0 816 c0.20

57.5 57.5 0.71 4.5 3.0 2516 0.47

1.3 1.3 0.02 4.5 3.0 28 0.01

39.6 39.6 0.49 4.5 3.0 1736 c0.39

0.84 29.3 1.00 7.4 36.7 D

0.66 6.3 1.00 0.7 7.0 A 15.6 B

0.39 39.3 1.00 8.9 48.2 D

0.79 17.0 1.00 2.4 19.5 B 19.1 B

0.88 57 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

18.5 0.81 80.7 71.0% 15

0.88 23 0 0 Perm 8

0.88 11 0 0

8.4 8.4 0.10 4.5 3.0 157 0.03 0.30 33.4 1.00 1.1 34.5 C 34.5 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative AM Peak

457

0.88 23 0 0

6 39.6 39.6 0.49 4.5 3.0 776 0.03 0.06 10.8 1.00 0.0 10.8 B

B 13.5 C

Synchro 9 Report Page 1

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

220 220 1900 5.6 1.00 1.00 0.95 1805 0.95 1805 0.89 247 0 247 0% Prot 8

210 210 1900 5.6 1.00 0.85 1.00 1583 1.00 1583 0.89 236 147 89 2% Perm

210 210 1900 6.4 1.00 1.00 0.95 1770 0.23 430 0.89 236 0 236 2% pm+pt 1 6 39.9 39.9 0.57 6.4 3.0 442 0.08 0.23 0.53 9.8 1.00 1.2 11.0 B

620 620 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 697 0 697 2% NA 6

410 410 1900 6.4 1.00 1.00 1.00 1863 1.00 1863 0.89 461 0 461 2% NA 2

160 160 1900 6.4 1.00 0.85 1.00 1583 1.00 1583 0.89 180 87 93 2% Perm

39.9 39.9 0.57 6.4 3.0 1068 c0.37

23.3 23.3 0.33 6.4 3.0 623 c0.25

0.65 10.1 1.00 1.4 11.6 B 11.4 B

0.74 20.5 1.00 4.6 25.1 C 22.7 C

17.7 17.7 0.25 5.6 3.0 459 c0.14 0.54 22.4 1.00 1.2 23.6 C 22.2 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 17.7 17.7 0.25 5.6 3.0 402 0.06 0.22 20.5 1.00 0.3 20.8 C

17.5 0.70 69.6 60.7% 15

2 23.3 23.3 0.33 6.4 3.0 529 0.06 0.18 16.4 1.00 0.2 16.5 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

458

B 18.4 B

Synchro 9 Report Page 12

Unsignalized 2040 Build Alternative AM Reports

459

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

04/04/2017

268.5

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

20 20 0 Free 380 86 2 23

1300 70 1300 70 0 0 Free Free - None - 380 0 0 86 86 2 2 1512 81

30 30 0 Free 425 86 2 35

100 0 50 100 0 50 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 116 0 58

20 0 30 20 0 30 0 0 0 Stop Stop Stop - None 0 0 86 86 86 2 2 2 23 0 35

Major1 1884 4.14 2.22 314 -

Approach HCM Control Delay, s HCM LOS

SE 0.3

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

314 -

0 -

Major2 1512 4.14 2.22 438 -

$: Delay exceeds 300s

0 -

438 NW 0.3

NELn1 NWL NWT NWR SEL 15 438 - 314 11.628 0.08 - 0.074 $ 5277.1 13.9 - 17.4 F B C 22.8 0.3 0.2

Notes ~: Volume exceeds capacity

1600 20 1600 20 0 0 Free Free - None 0 0 86 86 2 2 1860 23

Minor1 2558 3511 1558 1558 1000 1953 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 13 6 118 172 261 109

0 -

~ 10 ~ 10 ~ 109 208 NE $ 5277.1 F

5 5 159 100

756 6.94 3.32 351 -

Minor2 2744 3500 1942 1942 802 1558 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~9 6 67 110 344 172

351 -

~7 ~7 62 266

5 5 101 159

942 6.94 3.32 264 264 -

SW $ 1550.2 F

SET SERSWLn1 17 - 3.42 $- 1550.2 F 7.9

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

460

*: All major volume in platoon

Synchro 9 Report Page 2

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

68.8

EBL

EBR

NBL

NBT

SBT SBR

90 90 0 Stop 0 0 0 84 2 107

10 10 0 Stop None 84 2 12

50 50 0 Free 465 84 2 60

1800 1800 0 Free None 0 0 84 2 2143

1100 180 1100 180 0 0 Free Free - None - 260 0 0 84 84 2 2 1310 214

Minor2 2500 1310 1190 6.84 5.84 5.84 3.52 ~ 24 217 251

655 6.94 3.32 409 -

Major1 1310 4.14 2.22 524 -

~ 21 ~ 21 217 222

409 -

524 -

Approach HCM Control Delay, s HCM LOS

EB $ 2218 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 524 0.114 12.7 B 0.4

0 -

NB 0.3

NBT EBLn1 23 - 5.176 - $ 2218 F 15

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

461

*: All major volume in platoon

Synchro 9 Report Page 3

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

04/04/2017

1.7

EBL

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

70 10 10 70 10 10 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 81 12 12

40 10 140 40 10 140 0 0 0 Stop Stop Stop - None 0 0 0 86 86 86 2 2 2 47 12 163

40 40 0 Free 150 86 2 47

1500 50 1500 50 0 0 Free Free - None - 150 0 0 86 86 2 2 1744 58

170 890 50 170 890 50 0 0 0 Free Free Free - None 230 - 375 0 0 86 86 86 2 2 2 198 1035 58

Minor2 2401 3267 1430 1430 971 1837 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 17 ~ 9 141 199 271 125 131 101

~4 ~4 88 116

517 6.94 3.32 503 503 -

Minor1 2756 3267 1837 1837 919 1430 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~9 ~9 78 125 292 199 73 110

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 667 0.07 10.8 B 0.2

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

~4 ~4 116 88

872 6.94 3.32 294 -

Major1 1035 4.14 2.22 667 -

294 -

667 -

0 -

Major2 1744 4.14 2.22 356 -

NB 0.3

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL - 503 - 294 356 - 0.023 - 0.554 0.555 - 12.3 - 31.4 27 B D D 0.1 3.1 3.2 +: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

462

356 -

SBT SBR

0 -

SB 4.1

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

148

EBL

EBR

NBL

NBT

SBT SBR

40 40 0 Stop 0 0 0 92 2 43

70 70 0 Stop None 92 2 76

20 20 0 Free 185 92 2 22

2800 2800 0 Free None 0 0 92 2 3043

2400 20 2400 20 0 0 Free Free - None - 150 0 0 92 92 2 2 2609 22

Minor2 3870 2609 1261 6.44 7.34 6.74 3.82 ~4 ~ 14 161

1304 7.14 3.92 129 -

Major1 2609 5.34 3.12 61 -

~3 ~3 ~9 103

129 -

61 -

Approach HCM Control Delay, s HCM LOS

EB $ 7180.5 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 61 0.356 93.7 F 1.3

0 -

NB 0.7

NBT EBLn1 8 - 14.946 $- 7180.5 F - 16.6

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

463

*: All major volume in platoon

Synchro 9 Report Page 5

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.8 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 96 2 21

20 20 0 Stop None 96 2 21

20 490 20 490 0 0 Free Free - None 0 0 96 96 2 2 21 510

370 10 370 10 0 0 Free Free - None 0 0 96 96 2 2 385 10

Minor2 943 391 552 6.42 5.42 5.42 3.518 291 683 577

391 6.22 3.318 658 -

Major1 396 4.12 2.218 1163 -

284 284 683 563

658 -

1163 -

Approach HCM Control Delay, s HCM LOS

EB 15.1 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1163 0.018 8.2 A 0.1

0 -

NB 0.3

NBT EBLn1 - 397 - 0.105 0 15.1 A C 0.3

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

464

Synchro 9 Report Page 6

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

6/20/2017

19.2

Movement Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 Approach HCM Control Delay, s HCM LOS

SEL SET SER 0 0 350 0 0 350 0 0 0 Stop Stop Stop - None 0 0 0 92 92 92 2 2 2 0 0 380

NWL NWT NWR 0 0 20 0 0 20 0 0 0 Stop Stop Stop - Stop 0 0 94 92 94 2 2 2 0 0 21

NEL 0 0 0 Free 92 2 0

Minor2 2878 3947 904 1809 1809 1069 2138 7.54 6.54 6.94 6.54 5.54 6.54 5.54 3.52 4.02 3.32 7 3 ~ 280 82 129 236 88 -

Minor1 3042 3947 1069 2138 2138 904 1809 7.54 6.54 6.94 6.54 5.54 6.54 5.54 3.52 4.02 3.32 5 3 217 50 88 298 129 -

Major1 1809 4.14 2.22 336 -

6 6 82 213

3 ~ 280 3 129 88 -

SE 218.5 F

50 -

3 3 88 129

217 -

NW 23.4 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NEL 336 0 A 0

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

336 -

NET NER 2010 530 2010 530 0 0 Free Free - Free - 150 0 0 94 94 2 2 2138 564

0 -

SWL 0 0 0 Free 94 2 0

0 0 0

Major2 2138 4.14 2.22 250 -

250 -

NE 0

SWT SWR 1700 100 1700 100 0 0 Free Free - Free 0 0 94 92 2 2 1809 109

0 -

0 0 0 0 -

SW 0

NETNWLn1 SELn1 SWL SWT - 217 280 250 - 0.098 1.359 - 23.4 218.5 0 C F A 0.3 19.8 0 +: Computation Not Defined

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative AM Peak

465

*: All major volume in platoon

Synchro 9 Report Page 1

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

13.2

04/04/2017

EBL

EBT EBR

WBL WBT WBR

NBL

80 10 50 80 10 50 0 0 0 Stop Stop Stop - None - 150 0 0 97 97 97 0 0 0 82 10 52

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 97 97 97 0 0 0 10 10 10

60 800 10 60 800 10 0 0 0 Free Free Free - Yield 200 0 0 97 97 97 0 0 0 62 825 10

Minor2 1516 1505 557 557 959 948 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 99 122 518 515 311 342 84 84 487 275

Approach HCM Control Delay, s HCM LOS

EB 138.3 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1042 0.059 8.7 A 0.2

113 113 506 322

536 6.2 3.3 549 549 -

Minor1 1510 1505 948 948 562 557 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 100 122 316 342 515 515 79 79 297 449

113 113 322 506

825 6.2 3.3 376 -

Major1 536 4.1 2.2 1042 -

376 -

1042 -

WB 43.4 E

NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL 86 549 124 814 - 1.079 0.094 0.249 0.013 - 208.3 12.2 43.4 9.5 F B E A 6.3 0.3 0.9 0

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative AM Peak

466

NBT NBR

0 -

SBL

SBT SBR

10 520 40 10 520 40 0 0 0 Free Free Free - Yield 0 0 97 97 97 0 0 0 10 536 41 Major2 825 4.1 2.2 814 814 -

0 -

SB 0.2

SBT SBR 0 A -

Synchro 9 Report Page 7

Signalized 2040 Build Alternative PM Reports

467

HCM Signalized Intersection Capacity Analysis 11: SR A1A & Mickler Rd

6/22/2017

EBL

EBT

EBR

WBL

WBT

WBR

SEL

SET

SER

NWL

NWT

NWR

760 760 1900 7.2 0.97 1.00 0.95 3433 0.95 3433 0.97 784 0 784 Split 4

80 80 1900 7.2 1.00 0.93 1.00 1723 1.00 1723 0.97 82 24 140 NA 4

80 80 1900

180 180 1900

0.97 82 0 0 Split 8

720 720 1900 7.7 0.95 1.00 1.00 3539 1.00 3539 0.97 742 0 742 NA 6

1070 1070 1900 7.7 1.00 0.85 1.00 1583 1.00 1583 0.97 1103 498 605 Perm

41.6 41.6 0.27 7.2 3.0 473 0.08

38.9 38.9 0.26 7.2 3.0 458 c0.38

0.83 51.7 1.00 6.4 58.0 E

0.30 43.4 1.00 0.4 43.7 D 55.6 E

1.49 56.3 1.00 232.3 288.6 F 288.6 F

60 60 1900 7.7 1.00 1.00 0.95 1770 0.12 224 0.97 62 0 62 pm+pt 5 2 39.7 39.7 0.26 7.7 3.0 116 0.02 0.12 0.53 44.7 1.00 4.7 49.3 D

360 360 1900 7.7 1.00 1.00 1.00 1855 1.00 1855 0.97 371 1 380 NA 2

41.6 41.6 0.27 7.2 3.0 942 c0.23

70 70 1900 7.7 1.00 1.00 0.95 1770 0.15 285 0.97 72 0 72 pm+pt 1 6 42.7 42.7 0.28 7.7 3.0 150 c0.02 0.11 0.48 43.0 1.00 2.4 45.4 D

10 10 1900

0.97 82 0 0

410 410 1900 7.2 1.00 0.96 0.99 1784 0.99 1784 0.97 423 8 683 NA 8

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

183.3 1.27 151.5 125.4% 15

0.97 186 0 0

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative PM Peak

468

35.5 35.5 0.23 7.7 2.5 829 0.21 0.90 56.2 1.00 12.1 68.3 E 233.1 F

6 35.5 35.5 0.23 7.7 2.5 370 c0.38 1.64 58.0 1.00 298.2 356.2 F

0.97 10 0 0

34.0 34.0 0.22 7.7 2.5 416 0.20 0.91 57.3 1.00 24.2 81.5 F 77.0 E

F 29.8 H

Synchro 9 Report Page 1

HCM Signalized Intersection Capacity Analysis 34: SR A1A & Palm Valley Rd

EBL

EBR

NBL

NBT

570 570 1900 7.1 0.97 0.99 0.95 3424 0.95 3424 0.96 594 2 623 Prot 4

30 30 1900

40 40 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.96 42 0 42 Prot 5

1200 1200 1900 7.3 0.95 1.00 1.00 3539 1.00 3539 0.96 1250 0 1250 NA 2

34.0 34.0 0.23 7.1 3.0 776 c0.18

6.8 6.8 0.05 7.3 3.0 80 0.02

101.6 101.6 0.68 7.3 3.0 2397 c0.35

0.80 54.8 1.00 6.0 60.8 E 60.8 E

0.53 70.0 1.00 6.1 76.1 E

0.52 12.1 1.00 0.8 12.9 B 14.9 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 31 0 0

19.6 0.78 150.0 70.7% 15

04/04/2017

SBT

SBR

1500 880 1500 880 1900 1900 7.3 7.1 0.95 1.00 1.00 0.85 1.00 1.00 3539 1583 1.00 1.00 3539 1583 0.96 0.96 1562 917 0 81 1563 836 NA pm+ov 6 4 6 87.5 121.5 87.5 121.5 0.58 0.81 7.3 7.1 2.5 3.0 2064 1282 c0.44 0.15 0.38 0.76 0.65 23.3 5.7 0.54 1.07 1.9 0.9 14.4 7.0 B A 11.7 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

469

B 21.7 C

Synchro 9 Report Page 4

HCM Signalized Intersection Capacity Analysis 35: SR A1A & ATP Tour Blvd

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

330 330 1900 6.8 1.00 1.00 0.95 1770 0.95 1770 0.96 344 0 344 Prot 4

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.96 167 52 115 Perm

110 110 1900 7.6 1.00 1.00 0.95 1770 0.04 78 0.96 115 0 115 pm+pt 5 2 102.7 102.7 0.68 7.6 3.0 135 0.04 c0.54 0.85 40.0 1.27 32.3 83.1 F

1700 1700 1900 7.6 0.95 1.00 1.00 3539 1.00 3539 0.96 1771 0 1771 NA 2

2200 2200 1900 7.6 0.91 1.00 1.00 5085 1.00 5085 0.96 2292 0 2292 NA 6

310 310 1900 7.6 1.00 0.85 1.00 1583 1.00 1583 0.96 323 55 268 Perm

102.7 102.7 0.68 7.6 2.5 2423 c0.50

87.8 87.8 0.59 7.6 2.5 2976 0.45

0.73 14.9 1.14 1.6 18.6 B 22.6 C

0.77 23.5 0.83 1.2 20.6 C 20.2 C

32.9 32.9 0.22 6.8 3.0 388 c0.19 0.89 56.7 1.00 20.8 77.6 E 68.5 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 32.9 32.9 0.22 6.8 3.0 347 0.07 0.33 49.3 1.00 0.6 49.9 D

26.0 0.90 150.0 85.2% 15

6 87.8 87.8 0.59 7.6 2.5 926 0.17 0.29 15.5 1.07 0.5 17.0 B

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

470

C 22.0 E

Synchro 9 Report Page 5

HCM Signalized Intersection Capacity Analysis 39: SR A1A & PGA Tour Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

190 190 1900 7.5 1.00 1.00 0.95 1770 0.44 815 0.95 200 0 200 pm+pt 7 4 35.5 35.5 0.24 7.5 3.0 292 0.07 c0.09 0.68 49.5 1.00 6.5 56.0 E

60 60 1900 7.5 0.95 0.88 1.00 1556 1.00 1556 0.95 63 99 225 NA 4

550 550 1900 7.5 0.95 0.85 1.00 1504 1.00 1504 0.95 579 108 210 Perm

30 30 1900

50 80 50 80 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.98 1.00 1828 1583 0.73 1.00 1368 1583 0.95 0.95 53 84 0 72 85 12 NA pm+ov 8 1 8 12.4 22.3 12.4 22.3 0.08 0.15 7.5 7.3 3.0 3.0 113 235 0.00 0.06 0.00 0.75 0.05 67.3 54.8 1.00 1.00 24.2 0.1 91.5 54.9 F D 73.3 E

330 330 1900 7.3 0.97 1.00 0.95 3433 0.95 3433 0.95 347 0 347 Prot 5

1900 1900 1900 7.3 0.91 1.00 1.00 5085 1.00 5085 0.95 2000 0 2000 NA 2

30 30 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.95 32 14 18 Perm

15.2 15.2 0.10 7.3 3.0 347 c0.10

82.5 82.5 0.55 7.3 2.5 2796 c0.39

1.00 67.4 1.13 42.0 117.9 F

0.72 25.0 0.54 1.2 14.8 B 29.8 C

110 110 1900 7.3 1.00 1.00 0.95 1770 0.05 99 0.95 116 0 116 pm+pt 1 6 87.1 87.1 0.58 7.3 3.0 167 0.05 0.35 0.69 29.4 1.40 9.6 50.8 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

35.5 35.5 0.24 7.5 3.0 368 c0.14 0.61 51.1 1.00 3.0 54.1 D 54.3 D

4 35.5 35.5 0.24 7.5 3.0 355 0.14 0.59 50.8 1.00 2.6 53.5 D

30.9 0.87 150.0 94.1% 15

0.95 32 0 0 Perm 8

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

471

2 82.5 82.5 0.55 7.3 2.5 870 0.01 0.02 15.4 1.00 0.0 15.4 B

SBT

SBR

2100 100 2100 100 1900 1900 7.3 7.5 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.95 0.95 2211 105 0 39 2211 66 NA pm+ov 6 7 6 77.2 92.8 77.2 92.8 0.51 0.62 7.3 7.5 2.5 3.0 2617 979 c0.43 0.01 0.03 0.84 0.07 31.3 11.4 0.55 0.36 2.9 0.0 20.1 4.1 C A 20.9 C

C 29.6 F

Synchro 9 Report Page 6

HCM Signalized Intersection Capacity Analysis 44: SR A1A & Sawgrass Village Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

470 470 1900 8.3 0.97 1.00 0.95 3433 0.95 3433 0.97 485 0 485 Prot 7

30 30 1900 8.3 1.00 1.00 1.00 1863 1.00 1863 0.97 31 0 31 NA 4

230 230 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.97 237 74 163 Perm

30 30 1900

60 60 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.97 62 30 32 Perm

42.9 42.9 0.29 8.3 3.0 532 0.02

0.79 58.7 1.00 6.5 65.3 E

0.06 38.9 1.00 0.0 38.9 D 57.2 E

160 160 1900 7.0 1.00 1.00 0.95 1770 0.05 97 0.97 165 0 165 pm+pt 5 2 87.8 87.8 0.59 7.0 3.0 175 c0.07 c0.49 0.94 44.4 1.73 41.6 118.5 F

2000 2000 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.97 2062 0 2062 NA 2

27.0 27.0 0.18 8.3 3.0 617 c0.14

20 50 20 50 1900 1900 8.3 7.0 1.00 1.00 1.00 0.85 0.97 1.00 1809 1583 0.80 1.00 1489 1583 0.97 0.97 21 52 0 47 52 5 NA pm+ov 8 1 8 7.6 15.2 7.6 15.2 0.05 0.10 8.3 7.0 3.0 3.0 75 160 0.00 c0.03 0.00 0.69 0.03 70.1 60.8 1.00 1.00 24.2 0.1 94.2 60.9 F E 77.6 E

80 80 1900 7.0 1.00 1.00 0.95 1770 0.05 100 0.97 82 0 82 pm+pt 1 6 81.8 81.8 0.55 7.0 3.0 139 0.03 0.29 0.59 25.5 1.07 4.8 32.2 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 42.9 42.9 0.29 8.3 3.0 452 0.10 0.36 42.6 1.00 0.5 43.1 D

33.6 0.91 150.0 84.2% 15

0.97 31 0 0 Perm 8

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

472

77.2 77.2 0.51 7.0 2.5 2617 0.41 0.79 29.7 0.41 1.8 14.0 B 21.6 C

2 77.2 77.2 0.51 7.0 2.5 814 0.02 0.04 18.0 1.00 0.1 18.1 B

SBT

SBR

1900 370 1900 370 1900 1900 7.0 8.3 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.97 0.97 1959 381 0 124 1959 257 NA pm+ov 6 7 6 74.2 101.2 74.2 101.2 0.49 0.67 7.0 8.3 2.5 3.0 2515 1067 0.39 0.04 0.12 0.78 0.24 31.2 9.5 0.94 6.28 1.9 0.1 31.1 59.7 C E 35.6 D

C 30.6 E

Synchro 9 Report Page 7

HCM Signalized Intersection Capacity Analysis 48: SR A1A & Thousand Oaks Dr

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

40 40 1900

0 0 1900 8.4 1.00 0.94 0.97 1707 0.80 1413 0.96 0 69 4 NA 4

30 30 1900

15 15 1900 8.4 1.00 1.00 0.95 1770 0.76 1422 0.96 16 0 16 Perm

10 10 1900 8.4 1.00 0.90 1.00 1673 1.00 1673 0.96 10 20 11 NA 8

20 20 1900

90 90 1900 7.0 1.00 1.00 0.95 1770 0.04 71 0.96 94 0 94 pm+pt 5 2 120.4 120.4 0.80 7.0 3.0 155 c0.04 0.45 0.61 28.3 1.70 4.5 52.5 D

2300 2300 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.96 2396 0 2396 NA 2

40 40 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 42 11 31 Perm

70 70 1900 7.0 1.00 1.00 0.95 1770 0.05 85 0.96 73 0 73 pm+pt 1 6 119.6 119.6 0.80 7.0 3.0 161 0.03 0.34 0.45 11.0 1.03 1.4 12.7 B

2400 2400 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.96 2500 0 2500 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.96 73 19 54 Perm

0.96 42 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.96 31 0 0

8 7.6 7.6 0.05 8.4 3.0 72

7.6 7.6 0.05 8.4 3.0 71 0.00 0.05 67.8 1.00 0.3 68.1 E 68.1 E

c0.01 0.22 68.4 1.00 1.6 69.9 E

10.0 0.63 150.0 80.7% 15

0.96 21 0 0

7.6 7.6 0.05 8.4 3.0 84 0.01 0.13 68.0 1.00 0.7 68.8 E 69.2 E

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

473

111.7 111.7 0.74 7.0 2.5 3786 0.47 0.63 9.2 0.29 0.5 3.2 A 5.1 A

2 111.7 111.7 0.74 7.0 2.5 1178 0.02 0.03 5.0 1.00 0.0 5.0 A

111.3 111.3 0.74 7.0 2.5 3773 c0.49 0.66 9.8 1.14 0.6 11.8 B 12.0 B

6 111.3 111.3 0.74 7.0 2.5 1174 0.03 0.05 5.2 3.29 0.0 17.1 B

A 22.4 D

Synchro 9 Report Page 8

HCM Signalized Intersection Capacity Analysis 53: SR A1A & Corona Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30 1900

0 0 1900 8.3 1.00 0.95 0.97 1711 0.56 986 0.95 0 43 10 NA 4

20 20 1900

190 190 1900

0.95 21 0 0

0.95 200 0 0 Perm

10 10 1900 8.3 1.00 1.00 0.95 1778 0.70 1301 0.95 11 0 211 NA 8

140 140 1900 8.3 1.00 0.85 1.00 1583 1.00 1583 0.95 147 75 72 Perm

20 20 1900 6.9 1.00 1.00 0.95 1770 0.05 85 0.95 21 0 21 pm+pt 5 2 91.6 91.6 0.61 6.9 3.0 94 0.01 0.13 0.22 16.8 0.56 1.0 10.4 B

2200 2200 1900 6.9 0.91 1.00 1.00 5085 1.00 5085 0.95 2316 0 2316 NA 2

210 210 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 221 92 129 Perm

160 160 1900 6.9 1.00 1.00 0.95 1770 0.04 79 0.95 168 0 168 pm+pt 1 6 106.9 106.9 0.71 6.9 3.0 193 c0.07 c0.55 0.87 47.8 1.00 32.0 79.8 E

2300 2300 1900 6.9 0.91 1.00 1.00 5085 1.00 5085 0.95 2421 0 2421 NA 6

20 20 1900 6.9 1.00 0.85 1.00 1583 1.00 1583 0.95 21 8 13 Perm

0.95 32 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

27.9 27.9 0.19 8.3 3.0 183 0.01 0.05 50.2 1.00 0.1 50.3 D 50.3 D

27.9 27.9 0.19 8.3 3.0 241 c0.16 0.88 59.4 1.00 27.8 87.2 F 72.9 E

23.0 0.89 150.0 86.0% 15

8 27.9 27.9 0.19 8.3 3.0 294 0.05 0.25 52.1 1.00 0.4 52.5 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

474

87.8 87.8 0.59 6.9 2.5 2976 0.46 0.78 23.7 0.58 1.7 15.5 B 14.6 B

2 87.8 87.8 0.59 6.9 2.5 926 0.08 0.14 14.0 0.42 0.3 6.1 A

96.2 96.2 0.64 6.9 2.5 3261 c0.48 0.74 18.4 1.00 1.6 20.0 B 23.8 C

6 96.2 96.2 0.64 6.9 2.5 1015 0.01 0.01 9.7 1.00 0.0 9.8 A

C 22.1 E

Synchro 9 Report Page 9

HCM Signalized Intersection Capacity Analysis 24: SR A1A & Library Blvd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

20 20 1900 7.0 1.00 1.00 0.95 1770 0.95 1770 0.98 20 0 20 Prot 4

0 0 1900

200 200 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 204 193 11 Prot 4

0 0 1900

0 0 1900 7.0 1.00 0.86 1.00 1611 1.00 1611 0.98 0 3 0 NA 8

3 3 1900

150 150 1900 7.0 1.00 1.00 0.95 1770 0.04 74 0.98 153 0 153 pm+pt 5 2 135.8 135.8 0.81 7.0 3.0 291 c0.07 0.36 0.53 44.2 1.00 1.7 45.9 D

2000 2000 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.98 2041 0 2042 NA 2

1 1 1900

10 10 1900 7.0 1.00 1.00 0.95 1770 0.09 166 0.98 10 0 10 pm+pt 1 6 108.4 108.4 0.65 7.0 3.0 130 0.00 0.05 0.08 10.3 1.00 0.3 10.6 B

2200 2200 1900 7.0 0.91 1.00 1.00 5085 1.00 5085 0.98 2245 0 2245 NA 6

70 70 1900 7.0 1.00 0.85 1.00 1583 1.00 1583 0.98 71 26 45 Perm

0.98 0 0 0

8.9 8.9 0.05 7.0 3.0 94 c0.01

8.9 8.9 0.05 7.0 3.0 84 0.01

0.21 75.6 1.00 1.1 76.8 E

0.13 75.3 1.00 0.7 76.0 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

76.1 E

18.9 0.64 166.9 77.4% 15

0.98 0 0 0 8

0.98 3 0 0

1.2 1.2 0.01 7.0 3.0 11 c0.00 0.00 82.3 1.00 0.1 82.3 F 82.3 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

475

0.98 1 0 0

126.4 126.4 0.76 7.0 4.0 3851 c0.40 0.53 8.2 1.00 0.2 8.4 A 11.0 B

106.0 106.0 0.64 7.0 4.0 3229 c0.44 0.70 19.9 1.00 1.3 21.2 C 20.8 C

6 106.0 106.0 0.64 7.0 4.0 1005 0.03 0.04 11.4 1.00 0.1 11.5 B

B 28.0 D

Synchro 9 Report Page 3

HCM Signalized Intersection Capacity Analysis 58: SR A1A & Solana Rd

04/04/2017

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

680 680 1900 7.5 0.97 1.00 0.95 3433 0.95 3433 0.99 687 0 687 Split 8

100 100 1900 7.5 1.00 0.93 1.00 1730 1.00 1730 0.99 101 22 170 NA 8

90 90 1900

160 160 1900

0.99 91 0 0

0.99 162 0 0 Split 7

60 60 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 61 0 61 Prot 5

1900 1900 1900 7.3 0.91 1.00 1.00 5085 1.00 5085 0.99 1919 0 1919 NA 2

70 70 1900 7.3 1.00 0.85 1.00 1583 1.00 1583 0.99 71 39 32 Perm

170 170 1900 7.3 1.00 1.00 0.95 1770 0.95 1770 0.99 172 0 172 Prot 1

29.5 29.5 0.20 7.5 3.0 675 c0.20

29.5 29.5 0.20 7.5 3.0 340 0.10

6.2 6.2 0.04 7.3 3.0 73 0.03

66.6 66.6 0.44 7.3 4.0 2257 c0.38

1.02 60.2 1.00 39.2 99.4 F

0.50 53.7 1.00 1.2 54.9 D 89.7 F

130 250 130 250 1900 1900 7.5 7.3 1.00 1.00 1.00 0.85 0.97 1.00 1813 1583 0.97 1.00 1813 1583 0.99 0.99 131 253 0 116 293 137 NA pm+ov 7 1 7 16.6 24.3 16.6 24.3 0.11 0.16 7.5 7.3 3.0 3.0 200 256 c0.16 0.03 0.06 1.47 0.53 66.7 57.6 1.00 1.00 234.5 2.1 301.2 59.8 F E 189.4 F

0.84 71.4 1.00 53.1 124.5 F

0.85 37.2 1.00 4.3 41.5 D 43.4 D

1900 690 1900 690 1900 1900 7.3 7.5 0.91 1.00 1.00 0.85 1.00 1.00 5085 1583 1.00 1.00 5085 1583 0.99 0.99 1919 697 0 80 1919 617 NA pm+ov 6 8 6 68.1 97.6 68.1 97.6 0.45 0.65 7.3 7.5 4.0 3.0 2308 1109 0.38 0.11 0.28 0.83 0.56 35.9 14.3 0.76 0.88 0.3 0.1 27.6 12.7 C B 52.8 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

66.8 1.04 150.0 105.9% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

476

2 66.6 66.6 0.44 7.3 4.0 702 0.02 0.04 23.7 1.00 0.1 23.8 C

7.7 7.7 0.05 7.3 3.0 90 c0.10 1.91 71.2 1.16 413.7 495.9 F

SBR

E 29.6 G

Synchro 9 Report Page 10

HCM Signalized Intersection Capacity Analysis 67: SR A1A & Marlin Ave

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

140 140 1900 6.5 1.00 1.00 0.95 1770 0.95 1770 0.98 143 0 143 Prot 4

40 40 1900 6.5 1.00 0.85 1.00 1583 1.00 1583 0.98 41 25 16 Perm

70 70 1900 6.8 1.00 1.00 0.95 1770 0.03 63 0.98 71 0 71 pm+pt 5 2 123.2 123.2 0.82 6.8 3.0 97 0.02 0.58 0.73 51.1 1.09 12.5 68.2 E

2600 2600 1900 6.8 0.91 1.00 1.00 5085 1.00 5085 0.98 2653 0 2653 NA 2

2900 2900 1900 6.8 0.95 1.00 1.00 3539 1.00 3539 0.98 2959 0 2959 NA 6

160 160 1900 6.8 1.00 0.85 1.00 1583 1.00 1583 0.98 163 30 133 Perm

123.2 123.2 0.82 6.8 2.5 4176 c0.52

112.4 112.4 0.75 6.8 2.5 2651 c0.84

0.64 5.0 1.07 0.4 5.7 A 7.4 A

1.12 18.8 1.00 58.1 76.9 E 73.2 E

13.5 13.5 0.09 6.5 3.0 159 c0.08 0.90 67.6 1.00 42.8 110.4 F 99.9 F

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

4 13.5 13.5 0.09 6.5 3.0 142 0.01 0.12 62.8 1.00 0.4 63.1 E

44.3 1.10 150.0 99.0% 15

6 112.4 112.4 0.75 6.8 2.5 1186 0.08 0.11 5.1 1.00 0.2 5.3 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

477

D 20.1 F

Synchro 9 Report Page 11

HCM Signalized Intersection Capacity Analysis 8: Palm Valley Rd & Mickler Rd

6/21/2017

EBL

EBT

EBR

WBL

WBT

WBR

NEL

NET

NER

SWL

SWT

SWR

40 40 1900

80 670 80 670 1900 1900 4.5 4.5 1.00 0.88 1.00 0.85 0.98 1.00 1832 2787 0.86 1.00 1596 2787 0.88 0.88 91 761 0 17 136 744 NA pm+ov 4 5 4 16.3 31.4 16.3 31.4 0.19 0.36 4.5 4.5 3.0 3.0 301 1159 c0.11 0.09 0.15 0.45 0.64 31.0 22.8 1.00 1.00 1.1 1.2 32.1 24.0 C C 25.2 C

110 110 1900

40 40 1900 4.5 1.00 0.98 0.97 1775 0.67 1227 0.88 45 6 187 NA 8

20 20 1900

420 420 1900 4.5 0.97 1.00 0.95 3433 0.95 3433 0.88 477 0 477 Prot 5

920 920 1900 4.5 0.95 0.99 1.00 3512 1.00 3512 0.88 1045 4 1098 NA 2

50 50 1900

70 70 1900 4.5 1.00 1.00 0.95 1770 0.95 1770 0.88 80 0 80 Prot 1

1300 1300 1900 4.5 0.95 1.00 1.00 3539 1.00 3539 0.88 1477 0 1477 NA 6

60 60 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.88 68 35 33 Perm

15.1 15.1 0.17 4.5 3.0 600 c0.14

49.2 49.2 0.57 4.5 3.0 2002 0.31

7.3 7.3 0.08 4.5 3.0 149 0.05

41.4 41.4 0.48 4.5 3.0 1697 c0.42

0.80 34.1 1.00 7.2 41.3 D

0.55 11.6 1.00 0.3 11.9 B 20.8 C

0.54 37.9 1.00 3.7 41.6 D

0.87 20.1 1.00 5.2 25.2 C 25.5 C

0.88 45 0 0 Perm 4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

24.9 0.84 86.3 80.0% 15

0.88 125 0 0 Perm 8

0.88 23 0 0

16.3 16.3 0.19 4.5 3.0 231 c0.15 0.81 33.5 1.00 19.0 52.5 D 52.5 D

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative PM Peak

478

0.88 57 0 0

6 41.4 41.4 0.48 4.5 3.0 759 0.02 0.04 11.9 1.00 0.0 11.9 B

C 13.5 D

Synchro 9 Report Page 1

HCM Signalized Intersection Capacity Analysis 80: Palm Valley Rd & Landrum Lane

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

04/04/2017

EBL

EBR

NBL

NBT

SBT

SBR

90 90 1900 4.5 1.00 1.00 0.95 1805 0.95 1805 0.95 95 0 95 0% Prot 8

90 90 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.95 95 84 11 2% Perm

90 90 1900 4.5 1.00 1.00 0.95 1770 0.15 285 0.95 95 0 95 2% pm+pt 1 6 46.0 46.0 0.74 4.5 3.0 337 0.02 0.18 0.28 7.1 1.00 0.5 7.6 A

500 500 1900 4.5 1.00 1.00 1.00 1863 1.00 1863 0.95 526 0 526 2% NA 6

800 800 1900 4.5 1.00 1.00 1.00 1863 1.00 1863 0.95 842 0 842 2% NA 2

110 110 1900 4.5 1.00 0.85 1.00 1583 1.00 1583 0.95 116 29 87 2% Perm

46.0 46.0 0.74 4.5 3.0 1377 c0.28

36.2 36.2 0.58 4.5 3.0 1084 c0.45

0.38 2.9 1.00 0.2 3.1 A 3.8 A

0.78 9.9 1.00 3.6 13.5 B 12.5 B

7.2 7.2 0.12 4.5 3.0 208 c0.05 0.46 25.7 1.00 1.6 27.3 C 25.9 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

8 7.2 7.2 0.12 4.5 3.0 183 0.01 0.06 24.5 1.00 0.1 24.6 C

10.9 0.70 62.2 63.3% 15

2 36.2 36.2 0.58 4.5 3.0 921 0.05 0.09 5.7 1.00 0.0 5.8 A

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

479

B 13.5 B

Synchro 9 Report Page 12

Unsignalized 2040 Build Alternative PM Reports

480

HCM 2010 TWSC 15: Crossroad Lakes Dr & SR A1A

Intersection Int Delay, s/veh

56.1

SEL

SET SER

NWL NWT NWR

NEL

NET NER

SWL SWT SWR

40 40 0 Free 380 95 2 42

1700 120 1700 120 0 0 Free Free - None - 380 0 0 95 95 2 2 1789 126

70 70 0 Free 425 95 2 74

40 0 30 40 0 30 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 42 0 32

10 0 10 10 0 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 2 2 2 11 0 11

Major1 1284 4.14 2.22 536 -

Approach HCM Control Delay, s HCM LOS

SE 0.3

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

04/04/2017

536 -

0 -

Major2 1789 4.14 2.22 342 -

$: Delay exceeds 300s

0 -

342 NW 1

NELn1 NWL NWT NWR SEL 14 342 - 536 5.263 0.215 - 0.079 $ 2457.9 18.4 - 12.3 F C B 10.2 0.8 0.3

Notes ~: Volume exceeds capacity

1200 20 1200 20 0 0 Free Free - None 0 0 95 95 2 2 1263 21

Minor1 2653 3306 1874 1874 779 1432 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 11 8 74 120 355 198

0 -

~8 ~8 68 271 NE $ 2457.9 F

6 6 111 155

895 6.94 3.32 284 -

Minor2 2400 3295 1421 1421 979 1874 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 17 8 143 201 268 120

284 -

12 12 132 220

6 6 158 111

642 6.94 3.32 417 417 -

SW $ 397.1 F

SET SERSWLn1 23 - 0.915 -$ 397.1 F 2.7

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

481

*: All major volume in platoon

Synchro 9 Report Page 2

HCM 2010 TWSC 19: SR A1A & Plantation Dr

Intersection Int Delay, s/veh

04/04/2017

EBL

EBR

NBL

NBT

SBT SBR

80 80 0 Stop 0 0 0 97 2 82

10 10 0 Stop None 97 2 10

20 20 0 Free 465 97 2 21

1300 1300 0 Free None 0 0 97 2 1340

1500 150 1500 150 0 0 Free Free - None - 260 0 0 97 97 2 2 1546 155

Minor2 2257 1546 711 6.84 5.84 5.84 3.52 ~ 35 162 448

773 6.94 3.32 342 -

Major1 1546 4.14 2.22 425 -

~ 33 ~ 33 162 426

342 -

425 -

Approach HCM Control Delay, s HCM LOS

EB $ 915.7 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 425 0.049 13.9 B 0.2

0 -

NB 0.2

NBT EBLn1 37 - 2.508 -$ 915.7 F - 10.3

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

482

*: All major volume in platoon

Synchro 9 Report Page 3

HCM 2010 TWSC 28: SR A1A & Sawgrass Dr

Intersection Int Delay, s/veh

04/04/2017

1.1

EBL

EBT EBR

WBL WBT WBR

NBL

NBT NBR

SBL

SBT SBR

50 10 20 50 10 20 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 52 10 21

30 10 160 30 10 160 0 0 0 Stop Stop Stop - None 0 0 0 96 96 96 2 2 2 31 10 167

30 30 0 Free 150 96 2 31

1100 50 1100 50 0 0 Free Free - None - 150 0 0 96 96 2 2 1146 52

200 200 0 Free 230 96 2 208

1200 70 1200 70 0 0 Free Free - None - 375 0 0 96 96 2 2 1250 73

Minor2 2308 2875 1667 1667 641 1208 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 21 16 100 152 430 254 94 249

~ 10 ~ 10 100 240

625 6.94 3.32 428 428 -

Minor1 2255 2875 1208 1208 1047 1667 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 ~ 23 16 194 254 244 152 183 136

NBL 553 0.057 11.9 B 0.2

~ 10 ~ 10 240 100

573 6.94 3.32 463 -

Major1 1250 4.14 2.22 553 -

463 -

553 -

0 -

NB 0.3

NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL - 428 - 463 605 - 0.049 - 0.36 0.344 - 13.8 - 17.1 14 B C B 0.2 1.6 1.5

$: Delay exceeds 300s

0 -

Major2 1146 4.14 2.22 605 -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

483

605 -

0 -

SB 1.9

SBT SBR *: All major volume in platoon

Synchro 9 Report Page 4

HCM 2010 TWSC 64: SR A1A & Dolphin Blvd

Intersection Int Delay, s/veh

04/04/2017

135.6

EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 95 2 21

30 30 0 Stop None 95 2 32

30 30 0 Free 185 95 2 32

2600 2600 0 Free None 0 0 95 2 2737

2800 40 2800 40 0 0 Free Free - None - 150 0 0 95 95 2 2 2947 42

Minor2 4105 2947 1158 5.74 6.64 6.04 3.82 ~6 ~ 13 235

1474 7.14 3.92 99 -

Major1 2947 5.34 3.12 40 -

~1 ~1 ~ 13 47

99 -

40 -

Approach HCM Control Delay, s HCM LOS

EB $ 14833.2 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

NBL 40 0.789 232.6 F 3

0 -

NB 2.7

NBT EBLn1 2 - 26.316 $ 14833.2 F 8.6

Major2 -

0 -

SB 0

SBT SBR -

$: Delay exceeds 300s

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

484

*: All major volume in platoon

Synchro 9 Report Page 5

HCM 2010 TWSC 72: Roscoe Blvd & Solana Rd

04/04/2017

0.8 EBL

EBR

NBL

NBT

SBT SBR

20 20 0 Stop 0 0 0 96 2 21

20 20 0 Stop None 96 2 21

10 310 10 310 0 0 Free Free - None 0 0 96 96 2 2 10 323

510 40 510 40 0 0 Free Free - None 0 0 96 96 2 2 531 42

Minor2 896 552 344 6.42 5.42 5.42 3.518 311 577 718

552 6.22 3.318 533 -

Major1 573 4.12 2.218 1000 -

307 307 577 709

533 -

1000 -

Approach HCM Control Delay, s HCM LOS

EB 15.3 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 1000 0.01 8.6 A 0

0 -

NB 0.3

NBT EBLn1 - 390 - 0.107 0 15.3 A C 0.4

Major2 -

0 -

SB 0

SBT SBR -

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

485

Synchro 9 Report Page 6

HCM 2010 TWSC 3: Palm Valley Rd & Roscoe Blvd

Intersection Int Delay, s/veh

6/21/2017

Movement Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow

SEL SET SER 0 0 350 0 0 350 0 0 0 Stop Stop Stop - None 0 0 0 92 92 92 2 2 2 0 0 380

Minor2 2862 3596 1064 2128 2128 734 1468 7.54 6.54 6.94 6.54 5.54 6.54 5.54 3.52 4.02 3.32 8 5 ~ 219 51 89 378 190 -

Approach HCM Control Delay, s HCM LOS

SE $ 388.2 F

7 7 51 345

5 ~ 219 5 89 190 -

NWL NWT NWR 0 0 30 0 0 30 0 0 0 Stop Stop Stop - Stop 0 0 94 92 94 2 2 2 0 0 32 Minor1 2532 3596 1468 1468 1064 2128 7.54 6.54 6.54 5.54 6.54 5.54 3.52 4.02 14 5 134 190 238 89 134 -

5 5 190 89

734 6.94 3.32 363 -

Major1 2128 4.14 2.22 252 -

363 -

252 -

NW 15.9 C

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NEL 252 0 A 0

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

NEL 0 0 0 Free 92 2 0

NET NER 1380 240 1380 240 0 0 Free Free - Free - 150 0 0 94 94 2 2 1468 255

0 -

SWL 0 0 0 Free 94 2 0

0 0 0

Major2 1468 4.14 2.22 456 -

456 -

NE 0

SWT SWR 2000 20 2000 20 0 0 Free Free - Free 0 0 94 92 2 2 2128 22

0 -

0 0 0 0 -

SW 0

NETNWLn1 SELn1 SWL SWT - 363 219 456 - 0.088 1.737 - 15.9$ 388.2 0 C F A 0.3 25.7 0 +: Computation Not Defined

Ponte Vedra/Palm Valley 9/14/2016 2040 Build Alternative PM Peak

486

*: All major volume in platoon

Synchro 9 Report Page 1

HCM 2010 TWSC 76: Palm Valley Rd & Canal Blvd

Intersection Int Delay, s/veh

04/04/2017

14.8

EBL

EBT EBR

WBL WBT WBR

NBL

70 10 60 70 10 60 0 0 0 Stop Stop Stop - None - 150 0 0 95 95 95 0 0 0 74 11 63

10 10 10 10 10 10 0 0 0 Stop Stop Stop - None 0 0 95 95 95 0 0 0 11 11 11

50 550 10 50 550 10 0 0 0 Free Free Free - Yield 200 0 0 95 95 95 0 0 0 53 579 11

Minor2 1632 1621 937 937 695 684 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 82 104 320 346 436 452 ~ 68 ~ 68 297 387

94 94 338 420

916 6.2 3.3 333 333 -

Approach HCM Control Delay, s HCM LOS

EB 165 F

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

NBL 753 0.07 10.1 B 0.2

Notes ~: Volume exceeds capacity

$: Delay exceeds 300s

Minor1 1626 1621 684 684 942 937 7.1 6.5 6.1 5.5 6.1 5.5 3.5 4 83 104 442 452 318 346 57 57 411 244

94 94 420 338

579 6.2 3.3 519 -

Major1 916 4.1 2.2 753 -

519 -

753 -

WB 56.8 F

NBT NBR

0 -

SBL

10 870 50 10 870 50 0 0 0 Free Free Free - Yield 0 0 95 95 95 0 0 0 11 916 53 Major2 579 4.1 2.2 1005 1005 -

NB 0.8

NBT NBR EBLn1 EBLn2WBLn1 SBL 70 333 100 1005 - 1.203 0.19 0.316 0.01 - 275.1 18.3 56.8 8.6 F C F A 6.6 0.7 1.2 0

487

0 -

SB 0.1

SBT SBR 0 A -

+: Computation Not Defined

Ponte Vedra/Palm Valley 09/14/2016 2040 Build Alternative PM Peak

SBT SBR

*: All major volume in platoon

Synchro 9 Report Page 7

APPENDIX F: A RTERIAL A NALYSIS

488

Ponte Vedra/Palm Valley Traffic Study Arterial Analysis No Build AM Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 152.5 430.4 582.9 1.31 8.1 F 316.9 70.2 387.1 3.43 31.9 B 216.3 29.7 246 2.33 34.1 B 646.1 393.8 1039.9 6.37 22.1 C 668.4 434.4 1102.8 6.36 20.8 D

No Build PM Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 152.5 233 385.5 1.31 12.3 E 316.9 65.3 382.2 3.43 32.3 B 216.3 26.3 242.6 2.33 34.6 B 646.1 337 983.1 6.37 23.3 C 668.4 696.3 1364.7 6.36 16.8 E

Short Term Improvements AM Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 152.5 44.7 197.2 1.31 24 B 313 105.1 418.1 3.47 29.8 B 308.7 48.9 357.6 3.43 34.5 B 544.5 365.7 910.2 6.37 25.2 C 543.4 403.4 946.8 6.36 24.2 C

Short Term Improvements PM Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 152.5 45.5 198 1.31 23.9 C 313 120.9 433.9 3.47 28.8 B 308.7 47.4 356.1 3.43 34.7 B 544.5 412 956.5 6.37 24 C 543.4 544.4 1087.8 6.36 21.1 D

AM Build Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 135.2 38.1 173.3 1.32 27.3 B 98.9 13.5 112.4 1.1 35.2 A 254 28.9 282.9 2.33 29.7 B 544.5 293 837.5 6.37 27.4 C 543.4 239 782.4 6.36 29.3 B

PM Build Mickler Road Northbound Palm Valley Road Southbound Palm Valley Road Northbound SR A1A Southbound SR A1A

Running Time Signal Delay Travel Time (s) Distance (mi) Arterial Speed LOS 135.2 35.3 170.5 1.32 27.8 B 313 126.1 439.1 3.47 28.4 B 308.7 40.3 349 3.43 35.4 A 544.5 225.1 769.6 6.37 29.8 B 543.4 309.5 852.9 6.36 26.8 C

489

APPENDIX G: COST E STIMATE

490

Updated as of: 08/02/16

Generic Cost Per Mile Models Disclaimer: These models are generic in nature, and not based on actual construction projects. They are for reference purposes only, and are not intended to predict or support future estimates.

Models OTHER

RURAL

Cost Per Mile

Model Details

Two Directional, 12' Shared Use Path

$331,914.18

Rails to Trails project (12' width)

$306,954.53

Sidewalk construction; 5' one side, 4 inch depth

$155,261.80

Composite Report

Mid-Block Crossing

$120,051.93

Composite Report

New Construction Undivided 2 Lane Rural Road with 5' Paved Shoulders

$2,209,534.74

Composite Report

New Construction Undivided 3 Lane Rural Road with 5' Paved Shoulders, Center Turn Lane

$2,685,115.30

Composite Report

New Construction Undivided 4 Lane Rural Road with 5' Paved Shoulders

$3,168,760.05

Composite Report

New Construction, 4 Lane Divided Rural Road with 2' Paved Shoulders Inside and 5' Paved Shoulders Outside

$4,209,661.59

Composite Report

New Construction Divided Rural 4 Lane Interstate with Paved Shoulders 10' Outside and 4' Inside

$5,310,549.93

Composite Report

New Construction Undivided 5 Lane Rural Road with 5' Paved Shoulders, Center Turn Lane

$3,730,060.76

Composite Report

New Construction, 6 Lane Divided Rural Road with 5' Paved Shoulders Inside and Out

$5,161,401.18

Composite Report

New Construction Divided Rural 6 Lane Interstate with 10' Paved Shoulders Inside and Out

$6,310,030.44

Composite Report

New Construction Extra Cost for 1 Single Additional Lane on Rural Arterial

$519,031.31

Composite Report

New Construction Extra Cost for 1 Single Additional Lane on a Rural Interstate

$632,176.16

Composite Report

Milling and Resurfacing 2 Lane Rural Road with 5' Paved Shoulders

$476,404.82

Composite Report

Milling and Resurfacing 3 Lane Rural Road with 5' Paved Shoulders and Center Turn Lane

$661,395.22

Composite Report

Milling and Resurfacing 4 Lane Rural Road with 5' Paved Shoulders

$999,726.69

Composite Report

Mill & Resurface 4 Lane Divided Rural Arterial with 5' Outside Shoulders and 2' Inside

$1,056,368.51

Composite Report

491

Composite Report Composite Report

SUBURBAN

URBAN

Mill & Resurface 4 Lane Divided Rural Interstate with Paved Shoulders 10' Outside and 4' Inside

$1,254,968.46

Composite Report

Milling and Resurfacing 5 Lane Rural Road with 5' Paved Shoulders and Center Turn Lane

$1,203,187.37

Composite Report

Mill & Resurface 6 Lane Divided Rural Arterial with 5' Paved Shoulders Inside and Out

$1,501,080.29

Composite Report

Mill & Resurface 6 Lane Divided Rural Interstate with 10' Paved Shoulders Inside and Out

$1,783,695.04

Composite Report

Mill & Resurface 1 Additional Lane Rural Interstate

$278,546.19

Composite Report

Mill & Resurface 1 Additional Lane Rural Arterial

$228,264.94

Composite Report

Widen Existing 2 Lane Arterial to 4 Lanes Undivided; Add 1 Lane to Each Side; 5' Paved Shoulders

$2,118,069.36

Composite Report

Widen Existing 2 Lane Arterial to 4 Lane Divided; Resurface Existing 2 Lanes; 5' Paved Shoulders Inside & Out

$2,830,080.51

Composite Report

Widen Existing 4 Lane Divided Arterial to 6 Lane Divided; Resurface Existing 4 Lanes; 5' Paved Shoulders Inside & Out

$2,486,326.01

Composite Report

Widen 4 Lane Interstate to 6 Lanes (In Median); Mill & Resurface Existing; 10' Paved Shoulders Inside & Out

$3,675,780.03

Composite Report

Widen 4 Lane Interstate to 6 Lanes (Outside); Mill & Resurface Existing; 10' Shoulders Outside; Widen Existing 4' Inside Shoulders to 10' Widen Existing 6 Lane Divided Arterial to 8 Lane Divided; Resurface Existing 6 Lanes; 5' Paved Shoulders Inside & Out

$3,609,536.54

Composite Report

$2,761,283.03

Composite Report

Widen 6 Lane Interstate to 8 Lanes (in Median); Mill & Resurface Existing; 10' Paved Shoulders Inside and Out

$4,105,807.98

Composite Report

Widen Divided Rural 4-Lane to Allow for Left Turn Lane (300â&#x20AC;&#x2122;)

$166,901.44

Composite Report

Widen Divided Rural 4-Lane for Right Turn Lane (300')

$160,914.24

Composite Report

New Construction Suburban 4 Lane with Paved Shoulders Outside and Curb Median

$4,352,397.46

Composite Report

Widen Existing Rural Facility to the Inside with Addition of Closed Drainage System and Median Barrier Wall

$3,196,684.76

Composite Report

Widen 4 Lane Suburban Roadway with 6.5' Paved Shoulder and Convert to C&G Out; Stripe for Bike Lane

$2,607,630.02

Composite Report

Add 2 Lanes with C&G Out to Existing 4 Lane Urban or Suburban Roadway with C&G Out

$2,723,400.43

Composite Report

New Construction 2 Lane Undivided Urban Arterial with 4' Bike Lanes

$4,800,389.18

Composite Report

New Construction 3 Lane Undivided Urban Arterial with Center Lane and 4' Bike Lanes

$4,487,971.04

Composite Report

New Construction Undivided Urban Arterial with 4' Bike Lanes

$4,834,348.49

Composite Report

492

New Construction 4 Lane Urban Road with 22' Median and 4' Bike Lanes

$6,889,753.96

Composite Report

New Construction 4 Lane Divided Urban Interstate, Closed 22' Median with Barrier Wall, 10' Shoulders Inside & Out

$10,495,660.87

Composite Report

New Construction 5 Lane Undivided Urban Arterial with Center Turn Lane and 4' Bike Lanes

$5,543,178.76

Composite Report

New Construction 6 Lane Urban Road with 22' Median and 4' Bike Lanes

$7,714,610.84

Composite Report

New Construction Divided Urban 6 Lane Interstate with 22' Closed Median with Barrier Wall, 10' Shoulders Inside & Out

$11,431,574.16

Composite Report

New Construction Extra Cost for Additional Lane on Urban Arterial

$1,845,604.82

Composite Report

New Construction Extra Cost for Additional Lane on Urban Interstate

$640,776.98

Composite Report

Mill & Resurface 2 Lane Urban Road with 4' Bike Lanes

$517,985.66

Composite Report

Mill & Resurface 3 Lane Urban Road with Center Turn Lane and 4' Bike Lanes

$676,387.74

Composite Report

Mill & Resurface 4 Lane Undivided Urban Roadway with 4' Bike Lanes

$903,701.38

Composite Report

Mill & Resurface 4 Lane Divided Urban Roadway with 4' Bike Lanes

$1,076,052.32

Composite Report

Mill & Resurface 5 Lane Urban Roadway with Center Turn Lane and 4' Bike Lanes

$1,063,828.63

Composite Report

Mill & Resurface 6 Lane Divided Urban Arterial with 4' Bike Lanes

$1,568,019.68

Composite Report

Mill & Resurface 1 Additional Lane Urban Arterial

$252,922.44

Composite Report

Add 2 Lanes to Existing 2 Lane Undivided Arterial (1 Lane Each Side), with 4' Bike Lanes

$4,269,907.62

Composite Report

Widen 2 Lane Urban Arterial to 4 Lane Divided with 22' Median & 4' Bike Lanes

$5,051,909.23

Composite Report

Add 2 Lanes to Existing 3 Lane Undivided Arterial (1 Lane Each Side) with Center Turn Lane and 4' Bike Lanes

$4,423,822.77

Composite Report

Widen 4 Lane Urban Divided Arterial to 6 Lane Urban Divided with 22' Median and 4' Bike Lanes

$4,586,417.42

Composite Report

Widen 4 Lane Urban Interstate with Closed Median to 6 Lanes (Outside); Mill & Resurface Existing; 10' Shoulders Outside

$7,308,635.73

Composite Report

Widen 6 Lane Urban Divided Arterial to 8 Lane Urban Divided with 4' Bike Lanes

$5,283,237.72

Composite Report

Widen 6 Lane Urban Interstate with Closed Median to 8 Lanes (Outside); Mill & Resurface Existing; 10' Shoulders Outside

$7,961,945.81

Composite Report

493

Cost Estimate Location Long‐term Improvements Mickler to ATP Tour Boulevard

ATP to Marlin Avenue Marlin to JTB Intersection Improvements Mickler Road at A1A PGA Tour Boulevard Sawgrass Village Drive Solana Road Dolphin Boulevard Palm Valley Road At Roscoe Boulevard Mickler Road at Palm Valley GRAND TOTAL

Description

Unit Cost

Total Cost $32.6 million

$2,118,069.36/mile

$6.4 million

$2,486,326.01/mile

$8.2 million

Add eastbound left‐turn lane and far side receiving lane

$ 160,000 each

$18 million $3.4 million $320,000

Widen eastbound to add right‐turn lane and northbound to add left‐turn lane Widen existing eastbound to add a channelized right turn lane Convert La Pasada Circle to right‐in/right‐out entrance Increase eastbound left‐turn storage Pavement markings only Intersection Reconfiguration New signalized intersection

$ 160,000 each $ 160,000 each

$160,000

$50,000

$50,000 $ 1 million $ 1.5 million $36 MILLION

Widen existing two lane arterial to four lanes undivided ( 3 miles) Add one lane to each side 5 ft paved shoulder Widen existing four lane divided arterial to six lane divided (3.3 miles) Resurface existing 4 lanes 5 ft paved shoulder Widen existing four lane divided arterial to six lane divided

494

$320,000

APPENDIX H: P UBLIC COMMENTS

495

OPEN HOUSE INFORMAL QUESTION AND ANSWER SESSION 4:30 TO 6:30 PM Please use this time to review the project exhibits, ask the project team questions, watch the video summarizing the project and provide formal comments.

PRESENTATION 6:30 TO 8 PM

The Ponte Vedra/Palm Valley Traffic Study recommends improvements to alleviate todayâ&#x20AC;&#x2122;s traffic congestion and improve safety of drivers, bicyclists and pedestrians through the year 2040.

Beginning at 6:30 p.m., a formal presentation will be made with opportunities for the public to provide verbal comments. Comments will be limited to two minutes per person. In order to ensure ample time to record comments, there will be no Q & A during the comment period. No additional weight will be given to verbal comments during the presentation portion of the meeting over other methods.

Background

OPPPORTUNITY TO COMMENT

This project is the second phase of a study to assess the traffic conditions and safety within the Ponte Vedra and Palm Valley areas. The first phase was completed in 2016 and evaluated improvements within North Ponte Vedra Beach and South Jacksonville Beach, along SR A1A from Ponte Vedra Lakes Boulevard to SR 202 J. T. Butler Boulevard (JTB). Based on the results of that study, the limits were extended south to Mickler Road, and Palm Valley Road and Solana Road were added.

The North Florida TPO and St. Johns County are committed to working with all project stakeholders. No final decision will be made until we hear your comments. Written comments may be submitted during the meeting on a comment card, online at www.northfloridatpo.com or via mail to the North Florida TPO. You may submit verbal comments to the court reporter during the Open House portion of the meeting. Please complete a speakerâ&#x20AC;&#x2122;s card if you wish to make an oral statement into the microphone following the presentation. All written or verbal comments received at this public hearing will become part of the public record. In addition, written comments postmarked no later than May 9, 2017 will become a part of the public record. Public comments are sought without regard to race, color, national origin, age, sex, religion, disability or family status.

496

Process

FUTURE PHASES

This study is the planning stage to identify problems and potential solutions. There is no funding commitment for future phases of the project. The next phases would include a project development and environment study, final design, right-of-way acquisition and construction.

There is no commitment for future phases of the project. The next phase will include a project development and environment study, final design, right-of-way acquisition and construction.

Planning (Completed)

PD&E Study (Unfunded)

Design (Unfunded)

Right-of-way Acquisition (Unfunded)

Construction (Unfunded)

Intersection improvements to alleviate current traffic congestion are recommended at the following locations along SR A1A: • Mickler Road • PGA Tour Boulevard • Sawgrass Village/L’Atrium Drive • Solana Road • Dolphin Boulevard

Intersection improvements construction will cost

$3.4 million

Saint Augustine FL 32084

• JTB northbound on-ramp

(904) 209-0613

Improvements to meet the long-term needs within the study area include:

• Widening Mickler Road and the east-west segment of Palm Valley Road from two to four lanes

Director, Transportation Development 4040 Lewis Speedway

• Marsh Landing Parkway

• Widening SR A1A from four to six lanes from ATP Tour Boulevard to JTB

Phong Nguyen St Johns County

• Ponte Vedra Lakes Boulevard

• Widening SR A1A from two to four lanes from Mickler Road to ATP Tour Boulevard

CONTACTS

Long-term improvement construction will cost

$32.6 million

pnguyen@sjcfl.us

www.sjcfl.us Denise Bunnewith Planning Director North Florida TPO 980 North Jefferson Street Jacksonville, FL 32209

• Constructing a new ramp from Palm Valley Road to Roscoe Boulevard in advance of the Intracoastal Waterway Bridge

(904) 306-7510

• Constructing new sidewalk and bicycle lanes along Palm Valley Road

www.northfloridatpo.com

497

dbunnewith@northfloridatpo.com

Ponte Vedra Palm Valley Traffic Study April 25, 2017

498

Title VI Compliance This hearing is being conducted without regard to race, color, national origin, age, sex, religion, disability or family status. Persons wishing to express their concerns relative to compliance with Title VI may do so by contacting: Marci Larson, Public Affairs Manager North Florida TPO 980 North Jefferson Street, Jacksonville, FL 32209 904-306-7513 mlarson@northfloridatpo.com 499

Meeting Format 6:30 – 8 p.m.  Formal Presentation at 6:30 p.m.  Follow speaker cards in numerical order  Public Comment until 8 p.m.  Comments limited to two minutes  No Q & A  All comments weighted equally 500

Study Area  SR A1A  Roscoe Boulevard  Palm Valley Road  Mickler Road

501

Level of Service A-B

502

Level of Service C-D

503

Level of Service E-F

504

Most Congested Intersections Intersection

AM Peak PM Peak

SR A1A at Solana Road SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at Mickler Road Palm Valley Road at Mickler Road 505

D F

C F

1,082 Crashes 2011 - 2016 Crash Severity

SR A1A between Marlin Avenue and Palm Valley Road

40% Additional Delay

Fatal

Injury

Property Damage Only 506

Growth  Build out east of the Intracoastal Waterway  Worse congestion

507

Future Levels of Service Intersection SR A1A at Marlin Avenue SR A1A at Solana Road SR A1A at Library Boulevard SR A1A at Corona Road/ Summerfield Drive SR A1A at Thousand Oaks Drive/Ocean Place SR A1A at Sawgrass Village Drive/L'Atrium Circle SR A1A at PGA Tour Boulevard/Country Club Boulevard SR A1A at ATP Tour Boulevard SR A1A at Palm Valley Road/ Old CR 210 SR A1A at Mickler Road Palm Valley Road at Mickler Road 508

AM Peak D F D D C C

PM Peak D F B E B E

C C F F

Intersection Improvements 

SR A1A at Marsh Landing Parkway



SR A1A at Ponte Vedra Lakes Boulevard



SR A1A at Dolphin Boulevard



SR A1A at Solana Road



SR A1A at Sawgrass Village/L’Atrium Drive



SR A1A at PGA Tour Boulevard



SR A1A at Mickler Road



Palm Valley Road at Mickler Road



Palm Valley Road at Roscoe Boulevard 509

Future LOS with Intersection Improvements Intersection SR A1A and Marlin Avenue SR A1A and Solana Road SR A1A and Library Boulevard SR A1A and Corona Road/Summerfield Drive SR A1A and Thousand Oaks Drive/ Ocean Place SR A1A and Sawgrass Village Drive/ L'Atrium Circle SR A1A and PGA Tour Boulevard/Country Club Boulevard SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210 SR A1A and Mickler Road 510 Palm Valley Road and Mickler Road

AM Peak C F B D C C

PM Peak D F C E B D

C C F E

C B F E

Costs of Intersection Improvements Intersection

Total Cost

Mickler Road at A1A

$320,000 $320,000 $160,000 $50,000 $50,000 $1,000,000 $1,500,000 $3,400,000

PGA Tour Boulevard Sawgrass Village Drive Solana Road Dolphin Boulevard Palm Valley Road At Roscoe Boulevard Mickler Road at Palm Valley Road GRAND TOTAL

511

Long Term Needs 

Widening



Construction of bicycle and pedestrian improvements



Additional intersections

512

SR A1A from Mickler Road to ATP Tour Boulevard

513

SR A1A from ATP Tour Boulevard to JTB

514

Mickler Road at Palm Valley Road

515

Palm Valley Road at Canal Boulevard

516

Palm Valley Road at Roscoe Boulevard

517

Future LOS with Long-Term Improvements Intersection SR A1A and Marlin Avenue SR A1A and Solana Road SR A1A and Library Boulevard SR A1A and Corona Road/ Summerfield Drive SR A1A and Thousand Oaks Drive/Ocean Place SR A1A and Sawgrass Village Drive/L'Atrium Circle SR A1A and PGA Tour Boulevard/Country Club Boulevard SR A1A and ATP Tour Boulevard SR A1A and Palm Valley Road/ Old CR 210 SR A1A and Mickler Road 518 Palm Valley Road and Mickler Road

AM Peak C E B B C C

PM Peak D E C C B C

C C F C

C B F C

Costs of Long-Term Improvements Total Cost (millions)

Segments Mickler Road to ATP Tour Boulevard

$6.4

ATP Tour Boulevard to Marlin Avenue

$8.2

Marlin Avenue to J. Turner Butler Boulevard

$18

GRAND TOTAL

$32.6 519

Project Phases

Planning

PD&E Study

Design

(Complete)

(Unfunded)

Right-of-way Acquisition (Unfunded)

Construction (Unfunded)

 No future phases of the project are funded  No commitment is made to fund future phases 520

Summary  Current and future traffic concerns  Intersection improvements - $3.4 million  Widening improvements - $32.6 million  No commitment for future phases

521

Study Documents

North Florida TPO 980 North Jefferson Street Jacksonville, Florida 32309 904-306-7500 www.northfloridatpo.com

Ponte Vedra Branch Library 101 Library Boulevard Ponte Vedra Beach, FL 32082 904-827-695 www.sjcpls.org 522

Written Comments Visit www.northfloridatpo.com to review documents and submit comments Written comments, exhibits and/or statements must be postmarked or emailed on or before May 5th, 2017 523

Verbal Comments All comments are weighed equally Speakers card Title Title 2-minute maximum Subtitle DateSubtitle Date 524

Next Steps  Finalize Report  St. Johns County Commission  North Florida TPO

525

Ponte Vedra Palm Valley Traffic Study April 25, 2017

526

Verbal Comments All comments are weighed equally Speakers card Title Title 2-minute maximum Subtitle DateSubtitle Date 527

1:15 1:00 1:30 1:45 2:00 528

Stop

0:30 0:15 0:45 1:00 529

Stop

530

Stop

Thank you 531

Restart

Ponte Vedra/Palm Valley Traffic Study PUBLIC HEARING NOTICE Tuesday, April 25, 2017

Ponte Vedra Concert Hall 1050 A1A North, Ponte Vedra Beach 4:30 â&#x20AC;&#x201C; 6:30 p.m. Open House 6:30-8 p.m. Presentation During the Open House, attendees will have the opportunity to review the project exhibits, ask the project team questions, watch a video summarizing the project and provide written or verbal comments. Beginning at 6:30 p.m., a formal presentation will be made followed by a public comment period where comments will be limited to two minutes per person. Responses to comments will not be provided during the formal presentation. The study draft recommendations are available at www.northfloridatpo.com. Citizens are encouraged to review the recommendations online and submit comments via email.

www.northfloridatpo.com (904) 306-7500 â&#x20AC;˘ TDD (904) 306-7502 532

Public participation is solicited without regard to race, color, national origin, age, sex, religion, disability or family status. Persons who require special accommodations under the Americans with Disabilities Act or persons who require translation services (free of charge) should contact Marci Larson at (904) 306-7513 or email at mlarson@northfloridatpo.com at least 72 hours prior to the meeting.

Traffic task force to present findings at April 25 public meeting | The Ponte Vedra Recorder Page 1 of 1

Traffic task force to present findings at April 25 public meeting Posted Thursday, March 16, 2017 12:00 am

Jennifer Logue

The results of a Ponte Vedra Beach traffic study will be presented at a public “town hall” meeting to be held Tuesday, April 25 at 7 p.m. at the Ponte Vedra Concert Hall. The Citizens Traffic Task Force (CTTF) will join with traffic consultants from the North Florida Transportation Planning Organization (NFTPO) to present the study’s findings, along with recommended improvements to local roadways. The CTTF-sponsored study includes all critical roadway systems from JTB to Mickler’s Landing and from the Atlantic Ocean to the Intracoastal Waterway, incorporating data gathered from the recent North Ponte Vedra Beach traffic study. Following the presentation, the public will have an opportunity to ask questions and offer feedback on the recommendations. “Traffic in our community has become everybody’s problem,” CTTF Chairman Garry Phillips said. “If you think that’s an exaggeration, try driving into the Ponte Vedra Beach community any weekday afternoon from 4:30 pm to 6:30 pm. It’s wall to wall traffic on A1A, all the way from the JTB expressway to Solana Road.” Founded in 2014, CTTF includes citizens and community leaders from throughout the Ponte Vedra Beach area. In addition to NFTPO, the task force has worked with St. Johns County and the Florida Department of Transportation (FDOT) to secure funding to study and find solutions to the area’s increasing traffic congestion. Jim Sabo, president of the Ponte Vedra Beaches Coalition, said that local elected officials and FDOT representatives are expected to attend the April 25 meeting. “We encourage everyone to come and bring a friend,” Sabo said. “This is the best opportunity to make your thoughts known and be a part of making near-term traffic flow improvements to a situation that is only getting worse.”

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Friday’s Editorial: Ponte Vedra Beach residents see Nocatee as source of traffic problems ... Page 1 of 10

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Posted June 1, 2017 06:51 pm

By Times-Union editorial board (/times-union-editorial-board)

Friday’s Editorial: Ponte Vedra Beach residents see Nocatee as source of traffic problems 5 Comments

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Widening A1A in Ponte Vedra Beach threatens the quality of life there. And that quality of life is precisely the reason many people moved to the coastal community. That’s the clear opinion of the written comments received by the Northeast Florida Planning Organization following a meeting at the Ponte Vedra Concert Hall. The written comments underscored the rousing comments from Ponte Vedra Beach residents who don’t want to turn A1A into Beach Boulevard with six lanes that makes it next to impossible to cross on foot or bicycle.

Friday’s Editorial: Ponte Vedra Beach residents see Nocatee as source of traffic problems - By Times-Union edito