Appendix A Strategic Safety Plan
January 26, 2015
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REGIONAL STRATEGIC SAFETY PLAN Summary Report
North Florida Transportation Planning Organization 1022 Prudential Drive Jacksonville, FL 32207 December 2012
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North Florida TPO Regional Strategic Safety Plan
Executive Summary Investments in safety improvements will save lives, time and money. Traffic crashes unnecessarily claim the lives of the residents of North Florida each year. More people die from traffic crashes each year than homicides. From 2005-2010 there were 1,288 fatalities from crashes versus 715 murders in the four-county metropolitan area. During that same time an additional 81,404 persons were injured in vehicle crashes. Based on data provided by the Texas Transportation Institute, crashes cause 53 percent of all delays or 13 hours per resident each year in our region in lost economic productivity. The economic costs of all traffic crashes exceeded $5 billion annually in medical costs, lost productivity, travel delays, workplace costs, insurance costs, and legal costs. These economic losses are approximately 8 percent of the $60.3 billion gross domestic product of the metropolitan statistical area. These losses in lives and economic productivity negatively contribute to the region’s economic competitiveness and quality of life. This Strategic Safety Plan identifies priority locations (corridors and intersections) that were determined to be of the most significant concern for the safety of the drivers and vulnerable road users (bicyclists and pedestrians). These locations were identified based on the severity of the crashes using the economic cost of the crashes and the total frequency of crashes. The top 20 crash locations for several contributing causes were identified including: careless and aggressive driving, intersection crashes, lane departure crashes and impaired driving. The crash histories were also analyzed based on age for young drivers (15-20 years old) and mature drivers (65 years and older). The 20-highest ranked locations based on the severity of crashes included segments of, and intersections with, Blanding Boulevard (SR 21), 103rd Street/Timuquana Road (SR 134), I-295, Ricker Road, Harlow Boulevard, Firestone Road, Old Middleburg Road, Morse Avenue, Rampart Road, Normandy Boulevard (SR 228), Collins Road, Doctors Inlet (CR 220) and Russell Road (CR 209). When the total frequency of crashes was considered (without weighting for the severity of crashes), the following additional priority corridors and intersections were identified: US 90/SR 212 Beach Boulevard, SR 10 Atlantic Boulevard, SR 115 Southside Boulevard, JTB (SR 202) and University Boulevard (SR 109). Contributing factors that account for the heavy weighting of corridors in west Duval and northern Clay County are result of congestion levels, a high frequency of careless and aggressive driving, and the age of the roadways which were constructed with different engineering standards and access management criteria that exist today. Other potential contributing factors identified as part of this study where insufficient data was available to determine if they were statistically significant included an older vehicle fleet and the lower use of seatbelts which contributes to increased severity of crashes. Construction projects are currently planned on many of the highest ranked priority corridors and intersections support selecting these projects for early funding. Many of these projects include reconstruction, widening, resurfacing, signalization and access management improvements. Additional consideration of the need for safety improvements should be considered as part of these projects. The following goals were established to address safety in the planning process of the North Florida TPO
5 percent reduction in fatal and injury crashes 5 percent reduction in the crash rate Advance safety funding for projects on priority corridors and intersections
Specific strategies and tactics were identified to support these goals including education, enforcement, engineering and emergency management. For example, several of the priority intersections identified are candidates for red-light cameras by the Jacksonville Sherriff’s Office. Additional benefits evaluations (before and after studies) of these programs are needed to consider the effectiveness of the strategies and to monitor progress toward achieving these goals. Increased emphasis on safety as part of the planning and selection of projects is needed. Specifically, many safety improvements can be implemented with relatively lower costs and provide high benefit cost ratios. However, funding for these projects can take many years under the traditional planning process. Developing a flexible, reliable funding source so projects can be programmed on annual basis is recommended. Summary Report
North Florida TPO Regional Strategic Safety Plan
Table of Contents Table of Contents ........................................................................................................................................................... i List of Appendices .......................................................................................................................................................... i List of Figures ................................................................................................................................................................. i List of Tables .................................................................................................................................................................. i 1. Introduction ............................................................................................................................................................... 1 1.1 Background ...................................................................................................................................................... 1 1.2 Purpose ............................................................................................................................................................ 1 1.3 Study Area ........................................................................................................................................................ 1 2. Goals, Objectives and Strategies ............................................................................................................................... 3 3. Crash Analysis Summary ........................................................................................................................................... 8 4. Contributing Factors .................................................................................................................................................. 9 5. High Priority Corridors and Intersections .................................................................................................................. 9 6. Summary .................................................................................................................................................................. 18
List of Appendices Appendix A – Data Collection and Analysis Report Appendix B – Crash Data Summary – Florida State Highway System and Local Roadway Crashes Appendix C – Crash Severity Maps for Issues Appendix D – Crash Hot-Spot and Cold-Spot Location for Issues – Weighting Scheme 1 Appendix E – Crash Hot-Spot and Cold-Spot Location for Issues – Weighting Scheme 2 Appendix F – Crash Hot-Spot Temperature Charts for Issues – Weighting Scheme 1 Appendix G – Crash Hot-Spot Temperature Charts for Issues – Weighting Scheme 2 Appendix H – Field Review Notes
List of Figures Figure 1: North Florida TPO Regional Boundary Map................................................................................................... 2 Figure 2: High Priority Corridors (Hot-Spot and Frequency Analysis) ......................................................................... 16 Figure 3: High Priority Intersections (Hot-Spot and Frequency Analysis) ................................................................... 17
List of Tables Table 1:Objectives, Strategies, Performace Measures and Benchmarks ..................................................................... 4 Table 2: Regional Crash Severity, Costs, and Rates ...................................................................................................... 8 Table 3: Significant Contributing Factors for Crashes ................................................................................................... 9 Table 4: Distracted Driving Contributing Factors .......................................................................................................... 9 Table 5: Priority Corridors Based on Hot-Spot Crash Analysis .................................................................................... 10 Table 6: Priority Intersections Based on Hot-Spot Crash Analysis .............................................................................. 12 Table 7: Priority Corridors Based on Crash Frequency ............................................................................................... 13 Table 8: Priority Intersections Based on Crash Frequency ......................................................................................... 14
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North Florida TPO Regional Strategic Safety Plan
1. Introduction 1.1 Background Traffic crashes unnecessarily claim the lives of North Florida residents each year. More people die from traffic crashes each year than homicides. From 2005-2010 there were 1,288 fatalities resulted from crashes versus 715 murders in the four-county metropolitan area. During that same time an additional 81,404 persons were injured in vehicle crashes. Based on data provided by the Texas Transportation Institute, crashes cause 53 percent of all delays or 13 hours per resident each year in our region in lost economic productivity. The economic costs of all traffic crashes exceeded $5 billion annually in medical costs, lost productivity, travel delays, workplace costs, insurance costs, and legal costs. These economic losses are approximately 8 percent of the $60.3 billion gross domestic product of the metropolitan statistical area. These losses in lives and economic productivity negatively contribute to the region’s economic competitiveness and quality of life.
1.2 Purpose This project is to develop a regional safety plan for the North Florida Transportation Planning Organization (TPO) planning boundaries. The regional safety plan aligns strategies, objectives and prioritizes safety investments within the region to ensure resources are dedicated to reducing fatalities and injuries within the North Florida metropolitan area.
1.3 Study Area The North Florida TPO planning boundary incorporates Duval, St. Johns, Clay, and Nassau counties. The crash data analysis was performed for the entire North Florida region. Figure 1 shows the North Florida TPO regional boundary map.
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Âą 0
1
2
4 Miles
LEGEND
North Florida TPO Boundary Major Roads
NASSAU
Water Bodies
County Boundaries Clay
Duval
Nassau
St. Johns
Other Counties
DUVAL
CLAY
ST. JOHNS
North Florida TPO Regional Boundary Map
Figure 1 Page 2
North Florida TPO Regional Strategic Safety Plan
2. Goals, Objectives and Strategies The following goals were established as part of this strategic safety plan:
Reduce the crash rate and the number of severe crashes (fatal or injury) by 5 percent in the North Florida region by the year 2020 Identify priority corridors and intersection where safety is a significant concern. Recommend strategies for funding safety related projects.
Table 1 provides a summary of the specific strategies organized in the areas of education, enforcement, emergency response and engineering. The current status in implementing these strategies and tactics is also included in the table.
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North Florida TPO Regional Strategic Safety Plan Table 1: Objectives, Strategies, Performance Measures and Benchmarks Area for Objective Strategy Improvement Enhance driver • Implement three strategic and targeted education programs in the next five years. awareness and Argyle area aggressive driving behavior Distracted driving for younger drivers Safety for vulnerable road users in targeted areas Enhance • Promote and expand use of the Time4Safety program. education for incident responders Education
Improve the content of driver education courses
• • •
Education on the use of helmet
Enforcement
Reduce red-light running
Summary Report
• •
Add information on the risks of distraction and make information relevant to teens available through print media to capture teen’s attention. Communicate consequences of poor driving choices. Implement innovative programs based on safety data. Increase the use of peer education programs. Promote helmet us for the vulnerable roadway user groups and potentially conduct education and public information bulletin on helmet use.
Performance Measure and Benchmark 5% reduction in crash rate by 2020.
Current Status The Argyle Area Aggressive Driving Campaign (CareMore) is underway.
Increase in the number of first responders who have participated in Time4Safety Training or National Traffic Incident Management Training by 10% by 2015. Reduce teen and distracted crash rate within the North Florida region by 5% by 2020.
Time4Safety is being taught at the Florida law enforcement and fire/rescue academies and as part of the NTIMC training courses. North Florida TPO web site for safety shall be enhanced to provide this information. Recommend working with stakeholders to design and implement an education campaign.
Reduce the vulnerable roadway users’ fatal crash rate by 5% by 2020.
Several education and safety programs are on-going with the North Florida Bicycle Club. Working with law enforcement to target specific locations for enforcement and to prioritize red light running locations. The Jacksonville Sherriff’s office is planning to install red light running cameras in 2012.
•
Assess priority locations and deploy at high crash frequency locations. Red-light running cameras Confirmation signals
Reduce the red light running crash rate by 5% by 2020.
•
Conduct before and after studies to assess the effectiveness of red light running and confirmation signals.
Determine the effectiveness of the strategies implemented by conducting three before and after studies by 2015.
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North Florida TPO Regional Strategic Safety Plan Area for Improvement
Objective
Strategy
Speeding
•
Impaired driving
• •
Enforcement
•
• •
Trauma care
• • •
Emergency Response
Enhance education for incident responders
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•
Assess priority locations and deploy along high aggressive driving crash frequency corridors. Speed traps Use of Speed zoning advisory for setting appropriate and consistent speed limits Deployment of traffic calming measures Share data on alcohol-involved crash locations with the police department for use in targeting patrol routes. Use crash data to help determine the best months, days, and times of day to conduct DUI patrols. Expand mass media campaigns targeting highrisk groups, and include information on. Alternative transportation Consequences for drunk driving and crash statistics First responder experiences at crash locations involving drunk driving Develop a designated driver program and partner with bars and other establishments. Determine the current prosecution and adjudication process for DUI offenses and identify potential improvements. Setting up a task force to strengthen the North Florida trauma care system. Immediate response/care at the incident scene. Increase in the number of rural trauma centers. Promote and expand use of the Time4Safety program.
Performance Measure and Benchmark Reduce the region wide crash rate by 5% by 2020.
Reduce the impaired driving crash rate in the North Florida region by 3% and decrease in the crash severity leading to lesser deaths and injuries by 5% by 2020.
Current Status Coordination with enforcement is needed.
Information on alcoholinvolved crashes was shared with stakeholders in this project. Several campaigns on driving under the influence are provided by other agencies.
Reduce fatal crash rates by 5% by 2020.
Coordination with law enforcement and emergency response personnel is needed.
Increase first responders who have participated in Time4Safety Training or National Traffic Incident Management Training by 10% by 2015.
Time4Safety is being taught at the Florida law enforcement and fire/rescue academies and as part of the NTIMC training courses.
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North Florida TPO Regional Strategic Safety Plan Area for Improvement
Objective Roadway design
Strategy • •
Access management
•
Speed limits
•
Other mode conflicts
•
•
•
Engineering • Sight distance
•
Pavement markings
•
Clearance intervals
•
Summary Report
Apply design principles, if adhered to, are intended to provide a safe highway design. Convey the importance of roadway safety factors for design teams during the design phase of a project to achieve a safe highway design. Improved the access management along the priority corridors identified. Follow the FDOT access management standards for new or on-going roadway design projects. Assess priority locations and deploy along high aggressive driving crash frequency corridors. Use of Speed zoning advisory for setting appropriate and consistent speed limits. Deployment of traffic calming measures Provide for multimodal provision on new or existing on-going roadway projects. Improve existing sidewalks and build new sidewalks in the priority locations for better pedestrian access. Provide designated bike-lanes along roadways within the North Florida TPO region. Provide enhanced sight distance along high crash frequency corridors. Remove obstructions within the sight triangles Provide adequate sight distance along rural highways for safe passing of vehicles Provide enhanced pavement markings along high crash frequency corridors. Provide or replace worn reflective pavement markers Provide shoulder rumble strips to alert traffic Provide adequate clearance intervals for intersections following the FDOT’s Traffic Engineering Manual procedure.
Performance Measure and Benchmark Reduce the region wide crash rate by 5% by 2020.
Current Status FDOT and local agencies are active in focusing on safety related improvements.
Reduce the region wide or lane departure crash rate by 5% by 2020.
FDOT and local agencies are active in focusing on safety related improvements.
Reduce the region wide crash rate by 5% by 2020.
Coordination with FDOT Traffic Operations is needed.
Reduce the region wide or vulnerable road users crash rate by 5% by 2020.
Current activities are underway through Safety Studies with FDOT.
Reduce the region wide or lane departure crash rate by 5% by 2020.
FDOT and local agencies are active in focusing on safety related improvements.
Reduce the region wide or lane departure crash rate by 5% by 2020.
FDOT and local agencies are active in focusing on safety related improvements.
Reduce the region wide or intersection crash rate by 5% by 2020.
FDOT and local agencies are active in focusing on safety related improvements. 6
North Florida TPO Regional Strategic Safety Plan Area for Improvement
Engineering
Objective
Strategy
Permitted to protected turns
•
Enhance the quality and reliability of crash data
• • •
Other Continued coordinate between safety stakeholder groups
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• • •
Convert the existing permitted turn movements into protected turn movements at the priority locations based on justification procedure prescribed by ITE’s Traffic Engineering Handbook, Page 295. Provide enhanced technology to improve the accuracy of data. Integrate crash data with the roadway geometric data to provide a better understanding of the nature of the crash. Aid in the development of safety improvements that accurately address the regions safety problems. Improve communication among the enforcement, engineering and driver education communities. Increase public education on proper driving skills. Identify effective strategies to improve roadway safety.
Performance Measure and Benchmark Reduce in the region wide or intersection crash rate by 5% by 2020.
Current Status FDOT and local agencies are active in focusing on safety related improvements.
Implement improved data collection and reporting with FHP & FDLE by 2015.
Continued efforts are ongoing for law enforcement and other agencies to enhance crash data collection.
Participation of safety personnel in North Florida TPO TAC.
Representatives of FDOT Planning are currently involved.
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North Florida TPO Regional Strategic Safety Plan
3. Crash Analysis Summary As part of developing the regional safety plan, a Data Collection and Analysis Report was prepared for the North Florida TPO. The Data Collection and Analysis Report presents a detailed summary of the crash data. It also identifies regional safety issues and locates priority corridors and intersections with safety problems. The crash data was obtained from the Florida Department of Transportation (FDOT) Safety Office. The crash data provided was for six years from 2005 to 2010 and includes the Florida State Highway System (SHS) and local roadways. This Summary Report summarizes the analysis and findings from the Data Collection and Analysis Report, provides a list of priority corridors and intersections for safety funding and recommends a strategic plan for implementation by the North Florida TPO. A total of 110,497 crashes occurred in the last six years (2005-2010). Of these crashes: 71,668 crashes occurred on the State Highway System 38,829 crashes occurred on the local roadways These crashes involved: 1,173 fatal crashes 52,915 injury crashes 56,409 property damage only (PDO) crashes The economic cost of these crashes was estimated to be $20 billion or an average of $3.33 billion per year. Approximately $13.7 billion (or 68.5%) of the costs occurred on the State Highway System and $6.3 billion (or 31.5%) occurred on the local roadways. 1 Table 2 provides a summary of the results from the crash data analysis. The average crash rate on highways in the North Florida TPO planning area is less than the Florida statewide average. The total number of crashes, economic value of the crashes and the crash rates (crashes per million vehicle miles traveled) declined for the last six years from 1.26 in 2005 to 1.10 in 2010. However, safety continues to be a significant issue within North Florida based on the number of lives lost, number of injuries and the social costs of crashes. Table 2: Regional Crash Severity, Costs, and Rates
Year PDO Injury Fatality 2005 10,039 9,315 222 2006 9,553 9,265 198 2007 9,965 9,179 242 2008 9,150 8,568 191 2009 9,005 8,601 165 2010 8,697 7,987 155 Total 56,409 52,915 1,173
Total Crash Cost Crashes (in millions) 19,576 $ 3,621.99 19,016 $ 3,454.22 19,386 $ 3,717.86 17,909 $ 3,246.78 17,771 $ 3,087.55 16,839 $ 2,880.66 110,497 $ 20,009.06
Vehicle Miles Traveled (VMT) (in 1,000) 42,429 44,142 44,107 42,514 42,129 42,036 257,357
Crash Rate 1.26 1.18 1.20 1.15 1.16 1.10 1.18
Source: HNTB 1
The total economic cost of these crashes was estimated based on the crash severity type - such as property damage only (PDO), injury, and fatality. The individual costs of each crash severity type according to the FDOT’s Roadside Safety Analysis program are shown below: 1. Fatal crash cost: $6,380,000 2. Injury crash cost (average of all injury types): $229,777 3. PDO crash cost: $6,500 Summary Report
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North Florida TPO Regional Strategic Safety Plan
4. Contributing Factors The significant contributing factors of crashes were identified and are summarized in Table 3. Lane departure crashes were the common (44%) followed by the intersection crashes (43%) and aggressive driving behavior (22%). Table 3: Significant Contributing Factors for Crashes Issues % of total Aggressive driving behavior 22% Intersection crashes 43% Vulnerable road users 3% Lane departure crashes 44% Impaired driving crashes 9% The sum of the percentages exceeds 100% because of the overlap in the contributing factors. For example, more than one contributing factor was reported, such as lane departure crash at an intersection. We also analyzed the crashes to determine if age was a separate significant contributing factor. About 13 percent of crashes involved younger drivers compared to 7 percent of the population and 6 percent of crashes involved mature drivers compared to 12 percent of the population. In addition to the seven contributing factors identified above, two more factors of regional significance were identified as listed in Table 4. The contributing factors identified in Table 4 are considered aggressive driving behavior for the purpose of this safety plan, but can be potentially listed as a separate category called “Distracted Driving�. Table 4: Distracted Driving Contributing Factors Issues Careless driving Disregarded intersection control (stop/signal) Source: HNTB
% of total 42% 4%
5. High Priority Corridors and Intersections Table 5 and Table 6 summarize the high priority corridors and intersections using a hot-spot crash severity analysis. Table 7 and Table 8 summarize the high priority corridors and intersections from the crash frequency analysis. Figure 2 and Figure 3 shows the location of these high priority corridors and intersections. The locations that are identified in Tables 5 thru 8 as being influenced by construction activity during the study time period are not shown in these figures and are eliminated from being considered as a crash hot-spot.
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North Florida TPO Regional Strategic Safety Plan Table 5: Priority Corridors Based on Hot-Spot Crash Analysis Tag Facility From To 1 Wilson Blvd. (SR 208) Fouraker Rd. Lane Ave. (SR 103) 2 Blanding Blvd. SR 21 Argyle Forest Blvd. US 17 Roosevelt Blvd.
3
103rd St. (SR 134)
Normandy Blvd. (SR 228)
Wesconnett Blvd.
4
I-295/SR 9A
Old St Augustine Rd.
SR 228 Normandy Blvd.
5 6 7 8 9
Ricker Rd. Harlow Blvd. Firestone Rd. Old Middleburg Rd. Blanding Blvd. (SR 21)
103rd St. (SR 134) Morse Ave. 103rd St. (SR 134) Old Jennings Rd.
Old Middleburg Rd. Blanding Blvd. (SR 21) Wilson Blvd. (SR 208) Lane Ave. (SR 103) Argyle Forest Blvd.
10
I-295/SR 9A
Normandy Blvd. (SR 228)
Lem Turner Rd. (SR 115)
11 12 13 14
Morse Ave. Rampart Rd. Normandy Blvd. (SR 228) Collins Rd.
Ricker Rd. Argyle Forest Blvd. Chaffee Rd. Schindler Dr.
Jammes Rd. Park City Dr. I-295 Rampart Rd.
15
SR 228 Normandy Blvd.
I-295
Cassat Ave. (SR 111)
16 17
Doctors Inlet Rd. (CR 220) Wesconnett Blvd.
Blanding Blvd. (SR 21) Blanding Blvd. (SR 21)
College Dr. (CR 224) Blanding Blvd. (SR 21)
Summary Report
Status Construction complete Intersection Improvements at Collins Rd., SR 134 103rd Street and Cedar Hills Blvd. ENG and ROW Daniel Terrace to Cardan Rd. in PE, CST Old Middleburg Rd. to Wesconnett Blvd. CST Wilson Blvd. Interchange CST Morse Ave. to I-10 Drainage Improvements CST Dunn Ave. Interchange CST 103rd St. (SR 134) to BFCR (SR 23) ROW
Source BJP BJP
Year
FIN 209692-5 FIN 430067-1 FIN 429751-2 FIN 213251-4 FIN 429751-1 BJP
2011/12 2012/13 2013/14 2013/14 2013/14 2015/16
103rd St. (SR 134) to BFCR (SR 23) ROW Hall-Boree intersection CST Resurface Knight Boxx Rd. to Kingsley Ave. CST CR 218 to Long Bay Rd. Add Lanes PE Normandy Blvd. Interchange CST I-10 to I-95 North ITS CST I-10 to Commonwealth Ave. ROW Pritchard Rd. Interchange CST Commonwealth Ave. to Trout River 3R CST Dunn Ave. Interchange CST Construction planned, not funded Construction planned, not funded I-295 Southbound interchange CST Schindler Dr. to Westport Rd. CST Westport Rd. to Rampart Rd. CST I-295 Southbound interchange CST Cassat Ave. Transit Enhancements CST SR 21 Blanding Blvd. Intersection ROW Construction complete
BJP FIN 208130-2 FIN 428698-1 FIN 208211-5 FIN 427204-1 FIN 213238-4 FIN 213259-1 FIN 416953-2 FIN 426983-1 FIN 429751-1 BJP BJP FIN 427204-1 BJP BJP FIN 427204-1 FIN 421698-2 FIN 208211-3
2014/15 2011/12 2013/14 2011/12 2013/14 2011/12 2013/14 2011/12 2012/13 2013/14
2013/14
2013/14 2014/15 2014/15 2013/14 2011/12 2011/12
10
North Florida TPO Regional Strategic Safety Plan Table 5: Priority Corridors Based on Hot-Spot Crash Analysis Tag Facility From To 18
Timuquana Rd. (SR 134)
Wesconnett Blvd.
Roosevelt Blvd. (US 17)
19
Ricker Rd.
Morse Ave.
103rd St. (SR 134)
20 21 22 23 24
Russell Rd. (CR 209) Jammes Rd. Old Middleburg Rd. CR 215 Shindler Dr.
Old Ferry Rd. Morse Ave. Argyle Forest Blvd. SR 16 Collins Rd.
Doctors Inlet Rd. (CR 220) San Juan Ave. (SR 128) 103rd St. (SR 134) Blanding Blvd. (SR 21) 103rd St. (SR 134)
25
Branan Field Rd. (SR 23)
Blanding Blvd. (SR 21)
Old Jennings Rd.
26 27 28
CR 218 CR 220A Long Bay Rd. Blanding Blvd. (SR 21)
N Mimosa Ave. CR 220 Doctors Inlet Rd. SR 16
Henley Rd. (CR 739) Old Jennings Rd. CR 218
29
SR 200/SR A1A
I-95
Chester Rd.
Blanding Blvd. (SR 21)
Everett Ave.
Old Jennings Rd.
30
Status Interchange under consideration Railroad crossing improvement Old Middleburg Rd. to Morse Ave. PD&E, ROW, CST CR 220 Doctors Inlet Rd. to Henley Rd.
Source BJP FIN 427222-1
Year
BJP
2014/15
Bond CST
2011/12
103rd St. (SR 134 ) to SR 23 PD&E and ROW
BJP
2015/16
103rd St. (SR 134 ) to Argyle Forest Blvd. Still Quarters Rd. to Rubin Ln. CST I-95 to Amelia River 3R CST
BJP FIN 210712-3 FIN 210711-3
2014/15 2013/14 2011/12
Still Quarters Rd. to Rubin Ln. CST I-95 to Amelia River 3R CST CR 220 to Old Jennings Rd. ROW
FIN 210712-3 FIN 210711-3 FIN 208211-3
2013/14 2011/12 2011/12
2013/14
Source: HNTB
Color Legend Corridors involving construction activity during the study time frame.
Acronyms and Abbreviations BJP – Better Jacksonville Plan
ROW – Right-of-Way
CST – Construction
FIN – Financial Identification Number
PE – Preliminary Engineering
PLN – Planning
PD&E – Project Development & Environmental
ENG - Engineering
MSC - Miscellaneous
Figure 2 Legend X
Tag Number of GIS Hot-Spot Crash Severity Analysis Corridor
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North Florida TPO Regional Strategic Safety Plan Table 6: Priority Intersections Based on Hot-Spot Crash Analysis Tag Major Roadway Minor Roadway 1 2 3 4
103rd St. (SR 134) 103rd St. (SR 134) Wilson Blvd. (SR 208) 103rd St. (SR 134)
Firestone Rd., I-295 Interchanges Harlow Blvd. I-295 Interchanges Blanding Blvd. (SR 21)
5
103rd St. (SR 134)
Shindler Dr., Old Middleburg Rd.
6 7
Blanding Blvd. (SR 21) Blanding Blvd. (SR 21)
CR 218 Collins Rd.
8 9 10 11 12 13 14 15 16 17 18 19 20
Blanding Blvd. (SR 21) SR 200/SR A1A 103rd St. (SR 134) Normandy Blvd. (SR 228) International Golf Pkwy. SR 16/SR 13 Blanding Blvd. (SR 21) Chaffee Rd. US 1 Dixie Hwy. US 17 Roosevelt Blvd. International Golf Pkwy. International Golf Pkwy. Normandy Blvd. (SR 228)
CR 215 US 17 New World Ave. Fouraker Rd. I-95 Interchanges CR 13 SR 16 Beaver St. (US 90), I-10 SR 206 SR 134 Timuquana Rd. SR 16 US 1 Dixie Hwy. Blair Rd. S
Status
Source
Year
I-295 Wilson Blvd. Interchange CST Intersection Improvements at Collins Rd., SR 134 103rd St. and Cedar Hills Blvd. ENG and ROW SR 134 103rd St. to Argyle Forest Blvd. SR 134 103rd St. to SR 23 PD&E and ROW CR 218 to Long Bay Rd. Add Lanes PE Intersection Improvements at Collins Rd., SR 134 103rd St. and Cedar Hills Blvd. ENG and ROW
FIN 429751-2 BJP
2013/14 2013/14
BJP FIN 208211-5 BJP
2014/15 2015/16 2011/12 2013/14
I-95 to Amelia River 3R CST
FIN 210711-3
2011/12
I-95 Add Lanes and Reconstruct PE
FIN 424026-4
2011/12
First Coast Outer beltway Recent resurfacing complete
Source: HNTB
Note: Color Legend, Acronyms and Abbreviations are listed above in Table 5. Figure 3 Legend X
Tag Number of GIS Hot-Spot Crash Severity Analysis Intersection
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North Florida TPO Regional Strategic Safety Plan Table 7: Priority Corridors Based on Crash Frequency Tag Facility From 1 Beach Blvd. (US 90) University Blvd. (SR 109)
To San Pablo Rd.
Status Atlantic Blvd. (SR 10) to Parental Home Rd., CST F.O.P. Way to Ryar Rd., PE, ROW, CST St. Johns Bluff Rd. to San Pablo Rd., CST
Source FIN 428709-1 FIN 430914-1 FIN 431955-1
Year 2013/14 2015/16 2016/17
2
Kernan Blvd.
Withrow Dr. to Hickory Creek Blvd., PE, CST Brookview Dr. to Kernan Blvd., PE, CST Glynlea Rd. to Caravan Trail, CST Southside Blvd. (SR 115) to SR A1A, CST Arlington Expy. to E of Monument Rd., PE, ROW, CST At Intersection of Atlantic Blvd. (SR 10) and University Blvd. (SR 109), Intersection Improvements, ROW Cargal St. to N. of Atlantic Blvd. (SR 10), CST Philips Hwy. SR 5/US 1 to Atlantic Blvd. (SR 10), PLN At Hodges Blvd. EB & WB off-ramps, CST San Jose Blvd. (SR 13) to Cesery Blvd., Traffic Signal Update, PE, ROW, CST At Intersection of Atlantic Blvd. (SR 10) and University Blvd. (SR 109), Intersection Improvements, ROW
FIN 430738-1 FIN 430546-1 FIN 209574-3 FIN 431780-1 FIN 430911-1
2016/17 2014/15 2013/14 2012/13 2014/15
BJP
2012/13
FIN 423407-1 BJP
2012/13 2012/13
FIN 428783-1 FIN 209683-1
2013/14 2016/17
BJP
2012/13
Atlantic Blvd. (SR 10)
University Blvd. (SR 109)
3
Southside Blvd. (SR 115)
Baymeadows Rd. (SR 152)
SR 10 Atlantic Blvd.
4 5
JTB (SR 202) University Blvd. (SR 109)
Southside Blvd. (SR 115) Beach Blvd. (US 90)
Hodges Blvd. Atlantic Blvd. (SR 10)
Source: HNTB
Acronyms and Abbreviations BJP – Better Jacksonville Plan
ROW – Right-of-Way
CST – Construction
FIN – Financial Identification Number
PE – Preliminary Engineering
PLN – Planning
PD&E – Project Development & Environmental
ENG - Engineering
MSC - Miscellaneous
Figure 2 Legend X
Tag Number of Crash Frequency Analysis Corridor
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North Florida TPO Regional Strategic Safety Plan Table 8: Priority Intersections Based on Crash Frequency Tag Major Roadway Minor Roadway 1 2 3 4 5
Philips Hwy. (SR 5/US 1) Beach Blvd. (US 90) Beach Blvd. (US 90) New Kings Rd. (US 1) Atlantic Blvd. (SR 10)
University Blvd. (SR 109) St. Johns Bluff Rd. Forest Blvd. Moncrief Rd. St. Johns Bluff Rd.
6 7 8 9 10 11 12 13 14 15
Philips Hwy. (SR 5/US 1) Blanding Blvd. (SR 21) Beach Blvd. (US 90) Blanding Blvd. (SR 21) Blanding Blvd. (SR 21) 103rd St. (SR 134) Blanding Blvd. (SR 21) Dixie Hwy. (US 1) 3rd St. S (SR A1A) Cassat Ave. (SR 111)
Bowden Rd. Branan Field Rd. (SR 23) 3rd St. (SR A1A) I-295 NB Off Ramp College Dr. (CR 224) Ricker Rd. Arora Blvd. SR 312 2nd Ave. S Park St.
16
Atlantic Blvd. (SR 10)
Southside Blvd. (SR 115)
17 18
Blanding Blvd. (SR 21) Atlantic Blvd. (SR 10)
Youngerman Circle Kernan Blvd.
19
Philips Hwy. (SR 5/US 1)
SR 152 Baymeadows Rd.
20 21 22
Blanding Blvd. (SR 21). Blanding Blvd. (SR 21) SR 111 Cassat Ave.
Argyle Forest Blvd. Wells Rd. I-10 EB Off Ramp
23 24
Blanding Blvd. (SR 21) Beach Blvd. (US 90)
Summary Report
Kingsley Ave. (SR 224) Kernan Blvd.
Status
Source
Year
University Blvd. (SR 109 ) to I-95, Resurfacing, CST St. Johns Bluff Rd. to San Pablo Rd., Landscaping, CST
FIN 428706-1 FIN 431955-1
2013/14 2016/17
Southside Blvd. (SR 115 ) to SR A1A, Traffic Control Devices/System, CST
FIN 431780-1
2012/13
Blanding Blvd. (SR 21 ) to Duval C/L, New Road, PE, CST 34th Ave. to Atlantic Blvd. (SR 10), ITS System, CST
FIN 430565-1 FIN 430072-1
2012/13 2013/14
Knight Boxx Rd. to Kingsley Ave., Resurfacing, CST Old Middleburg Rd. to Wesconnett Blvd., CST
FIN 428698-1 FIN 430067-1
2016/17 2012/13
34th Ave. to Atlantic Blvd. (SR 10), ITS System, CST Blanding Blvd. (SR 21) to Edgewood Ave. (SR 111), Traffic Signal Update, PE, ROW Cargal St. to N. of Atlantic Blvd. (SR 10), CST Philips Hwy. (SR 5/US 1) to Atlantic Blvd. (SR 10), PLN
FIN 430072-1 FIN 209565-2
2013/14 2016/17
FIN 423407-1 BJP
2012/13 2012/13
Southside Blvd. (SR 115) to SR A1A, Traffic Control Devices/System, CST I-95 to Baymeadows Rd. (SR 152), Resurfacing, CST San Jose Blvd. (SR 13) to Bayberry Rd., Resurfacing, PE, CST
FIN 431780-1
2012/13
FIN 423408-1 FIN 428704-1
2013/14 2013/14
Blanding Blvd. (SR 21) to Edgewood Ave. (SR 111), Traffic Signal Update, PE, ROW I-10 to Beaver St. (US 90), Resurfacing, CST Knight Boxx Rd. to Kingsley Ave., Resurfacing, CST St. Johns Bluff Rd. to San Pablo Rd., Landscaping, CST
FIN 209565-2
2016/17
FIN 424485-1 FIN 428698-1 FIN 431955-1
2014/15 2016/17 2016/17 14
North Florida TPO Regional Strategic Safety Plan Table 8: Priority Intersections Based on Crash Frequency Tag Major Roadway Minor Roadway 25
Atlantic Blvd. (SR 10)
Monument Rd. (CR 99)
26 27
Beach Blvd. (US 90). New Kings Rd. (US 1)
University Blvd. (SR 109) Edgewood Ave. (SR 111)
28
Atlantic Blvd. (SR 10)
University Blvd. (SR 109)
29
Beach Blvd. (US 90)
Penman Rd.
Status
Source
Year
Southside Blvd. (SR 115) to SR A1A, Traffic Control Devices/System, CST Arlington Expy. to E of Monument Rd., Intersection (Modify) PE, ROW, CST I-95 to Beach Blvd. (US 90), Resurfacing, PE, CST M. L. King Pkwy. to Edgewood Ave. (SR 111), Resurfacing, CST San Jose Blvd. (SR 13) to Cesery Blvd., Traffic Signal Update, PE, ROW, CST At Intersection of Atlantic Blvd. (SR 10) and University Blvd. (SR 109), Intersection Improvements, ROW San Pablo Rd. to S. 12th St., Landscaping, PE, CST
FIN 431780-1
2012/13
FIN 430911-1
2014/15
FIN 428702-1 FIN 424487-1
2014/15 2014/15
FIN 209683-1
2016/17
BJP
2012/13
FIN 431962-1
2016/17
Source: HNTB
Note: Color Legend, Acronyms and Abbreviations are listed above in Table 7. Figure 3 Legend X
Tag Number of Crash Frequency Analysis Intersection
Summary Report
15
±
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T S
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105
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105
107
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North Florida TPO Boundary
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295
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J I 163
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J I 212
126
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1162
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J I 220A
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220
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20
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95
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I J S JT J I I J I JI I J J I J I J I I J S T I J J I J I I J J I 1333
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312
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Figure 2 Page 16
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X Tags for Table 8 Priority Intersections
A 1A
T S
200
T S
107
Frequency Analysis Priority Intersections
T S
A A1
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105
J I
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North Florida TPO Boundary Hot-Spot Analysis Priority Intersections
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LEGEND
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J I I J 209
215
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High J Priority Intersections I J I (Hot Spot & Frequency Analysis) J I 209
13
207A
Figure 3 Page 17
North Florida TPO Regional Strategic Safety Plan
6. Summary During the North Florida Regional Strategic Safety Plan process, stakeholders were engaged in identifying transportation safety priority corridors and intersection. This process was supported by a performance measures based approach using data provided by FDOT. Based on the data, recommendations were made regarding locations to consider as part of a list of priority safety corridors and intersections. Projects are included in the Transportation Improvement Program today that address many of the locations where safety issues were identified. As part of the continuing planning process, the North Florida TPO should update the safety plan to refine the list of priority corridors and intersections and to track progress toward achieving the goals, objectives, performance measures and benchmarks identified within this plan. This safety effort will require the North Florida TPO to champion the process to ensure that progress is measured, both in executing the strategy and measuring its impact on safety. We recommend safety be considered in preparing the annual List of Priority Projects. As safety implementation moves forward, refinement will occur and the process will improve. By staying focused on the goals we set in our Strategic Safety Plan, the residents of North Florida can save lives, time and money.
Summary Report
18
R E G IO NA L ST R AT E G IC S A F E T Y P L A N DR A F T D ATA C OL L E C T I ON A N D A NA LY S I S R E P ORT
North Florida Transportation Planning Organization 1022, Prudential Drive Jacksonville, FL 32207
February 2012
North Florida Transportation Planning Organization Strategic Safety Plan
Table of Contents
Table of Contents ..................................................................................................................................................... i List of Appendices .................................................................................................................................................... i List of Figures ........................................................................................................................................................... i List of Tables ............................................................................................................................................................ i 1. Introduction and Background .............................................................................................................................. 1 2. Summary of North Florida TPO Regional Crash Data ............................................................................................ 2 3. Identification of Issues ........................................................................................................................................ 3 4. Hot‐Spot Analysis ................................................................................................................................................. 4 4.1 Crash Hot‐Spot Analysis .............................................................................................................................. 4 4.2 Crash Severity Weighting Schemes ............................................................................................................. 4 4.3 Hot‐Spot Spatial Distribution Charts (Temperature Charts) ......................................................................... 5 5. Hot‐Spot Priority Corridor/Intersection Identification .......................................................................................... 5 5.1 Identification of Hot‐Spot Priority Corridors/Intersections .......................................................................... 5 5.2 Issue 1(A) Aggressive Driving – SHSP Crash Types – Priority Corridors ......................................................... 6 5.3 Issue 1(B) Aggressive Driving – Careless Driving – Priority Corridors ............................................................ 7 5.4 Issue 1(C) Aggressive Driving – Disregarded Traffic Control – Priority Corridors .......................................... 8 5.5 Issue 2 Intersection Crashes – Priority Intersection Locations .................................................................... 9 5.6 Issue 3 Vulnerable Road User Crashes – Priority Corridors ........................................................................ 10 5.7 Issue 4 Lane Departure Crashes – Priority Corridors .................................................................................. 11 5.8 Issue 5 Impaired Driving Crashes – Priority Corridors ................................................................................ 12 5.9 Issue 6 Young Driver (15‐20 years) Crashes – Priority Corridors ................................................................ 13 5.10 Issue 7 Elderly Driver (65 and older) Crashes – Priority Corridors ............................................................. 14 6. Consolidated Corridor List .................................................................................................................................. 15 7. High Priority Corridors/Intersections .................................................................................................................. 20 8. Next Steps ......................................................................................................................................................... 23
List of Appendices
List of Figures Figure 1. North Florida TPO Regional Boundary Map............................................................................................... 1 Figure 2. Two‐Tailed Areas Under the Normal Curve ............................................................................................... 4 Figure 3. Crash Hot‐Spot Analysis Procedure Flow Chart ......................................................................................... 5 Figure 4. Issue 1(A) – Aggressive Driving Crashes (SHSP Crash Types) – Priority Corridors........................................ 6 Figure 5. Issue 1(B) – Aggressive Driving Crashes (Careless Driving Crash Type) – Priority Corridors ........................ 7 Figure 6. Issue 1(C) – Aggressive Driving Crashes (Disregarded Trafic Sign Crash Type) – Priority Corridors.............. 8 Figure 7. Issue 2 – Intersection Crashes – Priority Locations .................................................................................... 9 Figure 8. Issue 3 – Vulnerable Road User Crashes – Priority Corridors ................................................................... 10 Figure 9. Issue 4 – Lane Departure Crashes – Priority Corridors ............................................................................. 11 Figure 10. Issue 5 – Impaired Driving Crashes – Priority Corridors ......................................................................... 12 Figure 11. Issue 6 – Young Driver Crashes – Priority Corridors ............................................................................... 13 Figure 12. Issue 7 – Elderly Driver Crashes – Priority Corridors .............................................................................. 14 Figure 13. Consolidated Priority Corridors ............................................................................................................. 22 Figure 14. Consolidated Priority Intersections ....................................................................................................... 22
List of Tables
Table 1. North Florida TPO Region Population per County....................................................................................... 1 Table 2. North Florida TPO Region Age Distribution ................................................................................................ 1 Table 3. Regional Crash Severity, Costs, and Rates .................................................................................................. 2 Table 4. Regional Crash Severity, Costs, and Rates – State Highway System ............................................................ 2 Table 5. Regional Crash Severity, Costs, and Rates – Local Roadways ...................................................................... 2 Table 6. County‐wide Crash Severity, Costs, and Rates – Overall Roadway System .................................................. 3 Table 7. Issue Based Crash Analysis Summary ......................................................................................................... 3 Table 8. Issue Based Crash Analysis Summary – Potential Aggressive Driving Behavior............................................ 3 Table 9. Conslidated Corridor Matrix .................................................................................................................... 15 Table 10. Consolidated High Priority Corridors ...................................................................................................... 20 Table 11. Conslidated High Priority Intersections .................................................................................................. 21
Appendix A – Crash Data Summary – Florida State Highway System and Local Roadway Crashes Appendix B – Crash Severity Maps for Issues Appendix C – Crash Hot‐Spot and Cold‐Spot Location for Issues – Weighting Scheme 1 Appendix D – Crash Hot‐Spot and Cold‐Spot Location for Issues – Weighting Scheme 2 Appendix E – Crash Hot‐Spot Temperature Charts for Issues – Weighting Scheme 1 Appendix F – Crash Hot‐Spot Temperature Charts for Issues – Weighting Scheme 2 Data Collection and Analysis Report
January 2012
i
North Florida Transportation Planning Organization Strategic Safety Plan
1. Introduction and Background
The purpose of this project is to develop a regional safety plan for the region covered by the North Florida Transportation Planning Organization (TPO). The regional safety plan will align strategies, objectives and investments within the region to ensure resources are dedicated to reducing fatalities within the North Florida metropolitan area. As part of the development of a regional safety plan, this Data Collection and Analysis Report was prepared for the North Florida TPO. The Data Collection and Analysis Report was developed to present the results of the crash data analysis and to identify safety issues. The crash data for the Florida State Highway Systems (SHS) and local roadways was obtained from the Florida Department of Transportation (FDOT) Safety Office. The crash data that was received was for the six years from 2005 to 2010. The North Florida TPO boundary incorporates all of Duval, St. Johns, Clay, and Nassau counties. The crash data analysis was performed for the entire North Florida region. As a part of this analysis, seven safety issues were identified. These issues are consistent with the Florida Strategic Highway Safety Plan (SHSP) and are listed below: 1. Aggressive driver behavior 2. Intersection crashes 3. Vulnerable road users 4. Lane departure crashes 5. Impaired driving crashes 6. Young driver crashes (drivers 15‐20 years old) 7. Elderly driver crashes (drivers 65 years and older) The North Florida TPO boundary incorporates all of Duval, St. Johns, Clay, and Nassau counties. According to the 2010 United States Census Bureau the population of the region covered by this study is approximately 1.3 million. Table 1 shows the 2010 US Census Bureau population in each county for the North Florida TPO region. This table shows 66% of the total population resides within Duval County followed by Clay, St. Johns, and Nassau counties. Table 1. North Florida TPO Region Population per County Population % Total County 864,263 66% Duval County 190,865 14% Clay County 190,039 14% St. Johns County 73,314 6% Nassau County 1,318,481 100% Total Source: 2010 Census Data The age demographic distribution within the region is shown in Table 2 below. According to Table 2, 47% of the population is over the age of 40 years.
Table 2. North Florida TPO Region Age Distribution % Total Age 6% < 5 years 17% 5 ‐ 17 years 5% 18 ‐ 21 years 11% 22 ‐ 29 years 13% 30 ‐39 years 15% 40 ‐ 49 years 20% 50 ‐ 64 years 12% > 65 years Source: 2010 Census Data
Figure 1 shows the North Florida TPO regional boundary map. Data Collection and Analysis Report
January 2012
1
North Florida Transportation Planning Organization Strategic Safety Plan
2. Summary of North Florida TPO Regional Crash Data A total of 110,497 crashes occurred in the last six years (2005‐2010): 71,668 crashes occurred on the State Highway System and 38,829 crashes occurred on the local roadways within the region. A total of 56,409 property damage only (PDO) crashes, 52,915 injury crashes, and 1,173 fatal crashes occurred during this period. The economic cost of these crashes was estimated to be $20 billion or an average of $3.33 billion per year. This cost includes crashes on both State Highway System and local roadways. Table 3 provides a summary of the results from this data analysis. Table 3. Regional Crash Severity, Costs, and Rates Vehicle Miles Total Crash Cost Crash Year PDO Injury Fatality Traveled (VMT) Crashes (in millions) Rate (in 1,000) 2005 10,039 9,315 222 19,576 $ 3,621.99 42,429 1.26 2006 9,553 9,265 198 19,016 $ 3,454.22 44,142 1.18 2007 9,965 9,179 242 19,386 $ 3,717.86 44,107 1.20 2008 9,150 8,568 191 17,909 $ 3,246.78 42,514 1.15 2009 9,005 8,601 165 17,771 $ 3,087.55 42,129 1.16 2010 8,697 7,987 155 16,839 $ 2,880.66 42,036 1.10 Total 56,409 52,915 1,173 110,497 $ 20,009.06 257,357 1.18 Source: HNTB
The total economic cost was estimated based on the crash severity type ‐ such as property damage only (PDO), injury, and fatality and are listed in the FDOT’s Roadside Safety Analysis program. The individual costs of each crash severity type according to the FDOT’s Roadside Safety Analysis program are shown below: 1. Fatal crash cost: $6,380,000 2. Injury crash cost (average of all injury types): $229,777 3. PDO crash cost: $6,500 Table 4 also shows an average crash rate of 1.18 in the past six years for the North Florida TPO region. The average statewide crash rate for the year 2010 is 1.27. Crash rates have shown a decline in last six years from 1.26 in 2005 to 1.10 in 2010 and the average crash rate on highways in the North Florida TPO planning area has been less than the statewide average. Tables 4 and 5 show crash severity, crash costs, and crash rates each year for State Highway System and local roadways respectively. Approximately $13.7 billion (or 68.5%) of the costs occurred on the State Highway System and $6.3 billion (or 31.5%) occurred on the local roadways in the last six years. Table 4. Regional Crash Severity, Costs, and Rates – State Highway System Vehicle Miles Total Crash Cost Crash Year PDO Injury Fatality Traveled (VMT) Crashes (in millions) Rate (in 1,000) 2005 6,035 6,322 152 12,509 $ 2,461.64 26,483 1.29 2006 5,699 6,197 141 12,037 $ 2,360.55 27,653 1.19 2007 5,995 6,175 159 12,329 $ 2,472.26 27,894 1.21 2008 5,438 5,800 130 11,368 $ 2,197.45 26,998 1.15 2009 5,685 6,052 113 11,850 $ 2,148.50 26,623 1.22 2010 5,783 5,684 108 11,575 $ 2,032.68 26,315 1.21 Total 34,635 36,230 803 71,668 $ 13,673.08 161,966 1.21
Table 5. Regional Crash Severity, Costs, and Rates – Local Roadways Vehicle Miles Crash Total Crash Cost Traveled (VMT) Year PDO Injury Fatality Rate Crashes (in millions) (in 1,000) 2005 4,004 2,993 70 7,067 $ 1,160.35 15,946 1.21 2006 3,854 3,068 57 6,979 $ 1,093.67 16,489 1.16 2007 3,970 3,004 83 7,057 $ 1,245.60 16,213 1.19 2008 3,712 2,768 61 6,541 $ 1,049.33 15,516 1.16 2009 3,320 2,549 52 5,921 $ 939.04 15,506 1.05 2010 2,914 2,303 47 5,264 $ 847.98 15,721 0.92 Total 21,774 16,685 370 38,829 $ 6,335.97 95,391 1.12 Source: HNTB
Table 6 shows crash severity, crash cost, and crash rate for the four counties within the North Florida TPO boundary for the overall roadway systems (includes both the State Highway System and local roadway crashes).
Source: HNTB
Data Collection and Analysis Report
January 2012
2
North Florida Transportation Planning Organization Strategic Safety Plan Table 6. County‐wide Crash Severity, Costs, and Rates – Overall Roadway System Vehicle Miles Total Crash Cost Year PDO Injury Fatality Traveled (VMT) Crashes (in millions) (in 1,000) Duval County 2005 8,356 7,173 138 15,667 $ 2,582.94 29,120 2006 7,774 7,081 139 14,994 $ 2,564.40 30,562 2007 8,127 6,965 164 15,256 $ 2,699.54 30,455 2008 7,425 6,551 121 14,097 $ 2,325.51 29,155 2009 7,333 6,509 113 13,955 $ 2,264.22 28,839 2010 7,184 6,107 107 13,398 $ 2,132.60 28,719 Total 46,199 40,386 782 87,367 $ 14,569.21 176,850 St. Johns County 2005 833 950 41 1,824 $ 485.28 5,905 2006 1,006 1,022 17 2,045 $ 349.83 6,037 2007 987 1,036 33 2,056 $ 455.00 6,156 2008 835 853 36 1,724 $ 431.12 5,962 2009 845 963 24 1,832 $ 379.89 6,021 2010 638 761 21 1,420 $ 312.99 6,177 Total 5,144 5,585 172 10,901 $ 2,414.11 36,257 Clay County 2005 651 856 32 1,539 $ 405.08 4,646 2006 601 813 23 1,437 $ 337.46 4,597 2007 605 830 22 1,457 $ 335.01 4,604 2008 642 843 15 1,500 $ 293.58 4,532 2009 613 841 14 1,468 $ 286.55 4,405 2010 632 821 12 1,465 $ 269.32 4,371 Total 3,744 5,004 118 8,866 $ 1,927.00 27,154 Nassau County 2005 199 336 11 546 $ 148.68 2,758 2006 172 349 19 540 $ 202.53 2,945 2007 246 348 23 617 $ 228.30 2,893 2008 248 321 19 588 $ 196.59 2,865 2009 214 288 14 516 $ 156.89 2,865 2010 243 298 15 556 $ 165.75 2,769 Total 1,322 1,940 101 3,363 $ 1,098.74 17,095 Overall 56,409 52,915 1,173 110,497 $ 20,009.06 257,357
3. Identification of Issues Crash Rate 1.47 1.34 1.37 1.32 1.33 1.28 1.35 0.85 0.93 0.92 0.79 0.83 0.63 0.82 0.91 0.86 0.87 0.91 0.91 0.92 0.89 0.54 0.5 0.58 0.56 0.49 0.55 0.54 1.18
Source: HNTB
Duval, Clay, and Nassau counties are experiencing a decline in the total number of crashes as well as in the vehicle miles travelled each year since 2005. However, St. Johns County showed an increase in the vehicle miles travelled in the last six years while the total number of crashes has decreased. A detailed crash data summary on the State Highway System and local roadways is provided in Appendix A.
Data Collection and Analysis Report
There are seven issues identified as part of this safety plan based on the areas identified in the 2006 Florida State Highway Safety Plan. These issues are listed below: 1. Aggressive driver behavior 2. Intersection crashes 3. Vulnerable road users 4. Lane departure crashes 5. Impaired driving crashes 6. Young driver crashes (15‐20 years) 7. Elderly driver crashes (65 years and older) Table 7 shows the percentage of overall crashes that occurred due to each identified issue. The most common type of crashes occurring within the North Florida TPO region are lane departure crashes (44%) followed by the intersection crashes (43%) and aggressive driving behavior (22%). Table 7. Issue Based Crash Analysis Summary % of total Issues 1. Aggressive driving behavior 22% 2. Intersection crashes 43% 3. Vulnerable road users 3% 4. Lane departure crashes 44% 5. Impaired driving crashes 9% 6. Young driver crashes (15‐20 years) 13% 7. Elderly driver crashes (65 years and older) 6% Source: HNTB The sum of the percentage of overall crashes for all the seven issues identified exceeds 100% because of the overlap in the contributing factors for crashes (more than one contributing factor may have occurred). The crashes are identified using the Crash Analysis Reporting (CAR) system database. In addition to these seven issues, two more issues were identified that shared significant percentage of overall crashes as shown in Table 8. The issues identified in Table 9 are to be considered under aggressive driving behavior for the purpose of this report, but can be potentially listed as a separate issue called “Distracted Driving”. Table 8. Issue Based Crash Analysis Summary – Potential Aggressive Driving Behavior Issues % of total 1. Careless driving 42% 2. Disregarded intersection control (stop/signal) 11% Source: HNTB Appendix A provides a detailed description of the crash types included under each issue and a crash data summary for the State Highway System and local roadways. Appendix B contains the North Florida regional maps showing the crash severity that occurred in the past six years for each of the issue types identified above. January 2012
3
North Florida Transportation Planning Organization Strategic Safety Plan
4. Hot‐Spot Analysis
Figure 2. Two‐Tailed Ares Under the Normal Curve
4.1 Crash Hot‐Spot Analysis The primary purpose of analyzing the crash data pertaining to various issues is to identify crash hot‐spot locations on roadways within the North Florida region. The six year crash data (2005 to 2010) obtained from the Florida Department of Transportation (FDOT) Safety Office was categorized into the following seven issues identified during the data analysis process. 1. Aggressive driver behavior 1a: State Highway Safety Plan (SHSP) crash types 1b: Careless driving crash type 1c: Disregarded signal/stop sign crash types 2. Intersection crashes 3. Vulnerable road users 4. Lane departure crashes 5. Impaired driving crashes 6. Young driver crashes (15‐20 years) 7. Elderly driver crashes (65 years and older) ArcGIS software was used extensively for analyzing the crash data. Statistically significant hot‐spot locations for each issue were identified. The ArcGIS Hot‐Spot Analysis (Getis‐Ord Gi*) tool was used to develop the crash hot‐spot locations for each safety issue identified. The ArcGIS Hot‐Spot Analysis tool calculates the Getis‐Ord Gi* statistic for each crash record in the dataset and populates a Z‐Score value for each crash data location. The resultant Z‐Score tells you where features with either high or low values cluster spatially. This tool works by looking at each feature within the context of neighboring features. A feature with a high Z‐Score value is interesting, but may not be a statistically significant hot‐spot. In order for a location to be identified as statistically significant hot‐spot, a feature will have to have a high Z‐Score value and be surrounded by other features with high Z‐Score values as well. When the Hot‐Spot Analysis tool in ArcGIS is run, it returns a Z‐Score value. For statistically significant positive Z‐Scores, the larger the Z‐Score is, the more intense the clustering of high values (hot‐spots). For statistically negative Z‐Scores, the smaller the Z‐Score is, the more intense the clustering of low values (cold‐spots). Statistical hypothesis testing using a Z‐Score is a common procedure in standardizing a data set so that a comparison can take place. Each Z‐score corresponds to a point in a normal distribution and as such is sometimes called a normal deviate since a Z‐score will describe how much a point deviates from a mean or specification point. The Z‐Score is calculated by subtracting the sample mean from a target data point and dividing by the target standard deviation. This value is a measure of the distance in standard deviations of a sample from its mean. The further away a sample is from its mean the higher the Z‐Score value. For the purpose of this analysis a Z‐Score value of 2.00 and higher is used as the threshold to identify the hot‐spot locations. Figure 2 below shows that approximately 95% of the data lies within a Z‐Score of 2.00 and any value greater than 2.00 represents a statistically significant high value. Data Collection and Analysis Report
4.2 Crash Severity Weighting Schemes The crash data is clustered across the North Florida region and in order to analyze the intensity of each crash types two different weighting schemes were used in this analysis. Using either method, the crash severity index was calculated for all the issues identified. The first methodology called “Weighting Scheme 1”, in this report, calculates the crash severity index for each crash location using the formula as identified below: Weighting Scheme 1 Crash Severity Index = 2.00 x no. of fatalities + 1.25 x no. of injuries + 1.00 x no. of vehicles in property damage only This weighting scheme methodology was developed by “ESRI”, the ArcGIS software manufacturer for use with the crash hot‐ spot location analysis. The second methodology “Weighting Scheme 2”, calculated the crash severity index using the economic cost for each crash type identified. According to the Roadway Safety Analysis Program (RSAP) analysis methodology, a fatal crash has a social value of $6,380,000, an injury crash has an average social value of $229,777 and the social value of a property damage only (PDO) crash is $6,500. The crash severity index utilizing this approach weights the value of each crash by the economic costs. Fatal crashes are $6,380,000/$6,500 etc. The formula used in calculating the severity index using this approach is identified below: Weighting Scheme 2 Crash Severity Index = (6,380,000/6,500) x no. of fatalities + (229,777/6,500) x no. of injuries + (6,500/6,500) x no. of vehicles in property damage only Weighting Scheme 2 Crash Severity Index = 981.54 x no. of fatalities + 35.35 x no. of injuries + 1.00 x no. of vehicles in property damage only Once the severity indices are calculated using both the Weighting Schemes 1 and 2, the ArcGIS Hot‐Spot Analysis (Getis‐Ord Gi*) tool is ran on each of the seven issues identified above, using these weighting schemes separately. The essential input parameters for the analysis are selected from the database and all the optional parameters are left as default values as recommended by the ArcGIS software. The results from the analysis are hot and cold crash spots for the respective severity index.
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North Florida Transportation Planning Organization Strategic Safety Plan Appendix C shows the crash hot spot and cold spot locations for the various issues identified for this project utilizing the Weighting Scheme 1 and Appendix D shows the crash hot spot and cold spot location for the same issues using the Weighting Scheme 2.
5. Hot‐Spot Priority Corridor/Intersection Identification 5.1 Identification of Hot‐Spot Priority Corridors/Intersections
4.3 Hot‐Spot Spatial Distribution Charts (Temperature Charts) The results from the Hot Spot Analysis (Getis‐Ord Gi*) are used in the ArcGIS Spatial Analyst Tools to obtain the Hot‐Spot spatial distribution charts (Temperature Charts) for the entire North Florida region. For the ArcGIS Spatial Analyst Tool analysis the essential input parameters required are selected from the Hot Spot Analysis (Getis‐Ord Gi*) results and all the optional parameters are left as default values as recommended by the ArcGIS software. A hot spot spatial distribution chart is developed taking into account the distribution of the hot and cold spots for the North Florida region as a whole for each of the issues identified as a result from this analysis. The flow chart provided below describes the analysis process followed in obtaining the crash hot spot distribution for the North Florida region. Figure 3. Crash Hot‐Spot Analysis Procedure Flow Chart
The ArcGIS spatial analyst tool feature “IDW” was used to develop these temperature charts. The Inverse Distance Weighted (IDW) technique interpolated the Z‐Score values developed from the crash Hot‐Spot analysis and converts them into a rater surface map. Appendix E shows the crash hot spot temperature charts for the various issues identified for the project utilizing Weighting Scheme 1 and Appendix F shows the crash hot spot temperature charts for the same issues using Weighting Scheme 2.
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Identification of the hot‐spot roadway corridors will aid in prioritizing safety improvement funds and improvements. A list of the top 20 most critical corridors with regards to each issue were identified and are recommended for further evaluation to identify the possible reasons for these being crash hot‐spots and to suggest subsequent corrective actions. The hot‐spot spatial distribution charts (temperature charts) developed above along with the FDOT roadways network data are used to identify these hot‐spot roadway priority corridors. The aggregated Z‐Score values for the entire roadway network within the North Florida TPO boundary are determined by adding up the individual Z‐Score values along the length of the roadway segment. Then these roadway segments are clipped with the hot‐shot distribution charts to obtain the high crash severity cluster locations for the specific crash type being analyzed. The roadway corridors are then ranked in priority based on the crash rates calculated for these locations. Crash rates are calculated using the formula below for both the roadway segments and intersection locations. Crash Rate for Roadway Segments = (Number of Crashes x 10^6) / (Length x AADT x Analysis Time Period) Crash Rate for Intersection = (Number of Crashes x 10^6) / (AADT x Analysis Time Period) The crash rate is expressed as Crashes per Million Vehicle Miles (MVM) travelled for roadway segments and as Crashes per Million Entering Vehicles (MEV) for intersections. In the above formula, AADT corresponds to the Average Annual Daily Traffic on the roadway segment being analyzed and the Analysis Time Period is equal to the total number of days in a year times the number of years of crash data being analyzed. The top 20 locations based on the two Z‐Score schemes and crash rate were identified for each issue type. Further analysis will be performed during the next phase of this project on these corridors to evaluate the reasons behind these high crash severities at these locations. The following sections will provide a brief description and location of the priority corridors identified for each issue type that was analyzed.
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5.2 Issue 1(A) Aggressive Driving – SHSP Crash Types – Priority Corridors
Description Aggressive Driving has become a serious problem on our roadways over the years. Aggressive driving can be described as a form of automobile operation in which an operator will deliberately behave in such a manner as to increase the risk of an automobile incident. Aggressive driving often manifests itself as a combination of speeding and recklessness, including dangerous highway behavior which threatens motorists, bicyclists and pedestrians. Aggressive drivers also tend to be high‐ risk drivers who are more likely to be unrestrained and to drive while impaired.
Regional Perspective In the North Florida region, during the period from 2005 to 2010, aggressive driving behavior contributed to 22 percent of the overall crashes, 23 percent of all fatalities and 27 percent of all injury crashes. A total of 24,561 aggressive driving related crashes were identified within the North Florida region over the past six years. A total of 275 fatal and 14,045 injury crashes were reported. Approximately 58 percent of aggressive driving crashes resulted in either a fatality or an injury. Seventy seven percent of the aggressive driving behavior crashes occurred in Duval County followed by St. Johns County with 10 percent, Clay County with nine percent and Nassau County contributing the remaining four percent of crashes. Seventy percent of the aggressive driving behavior crashes occurred on the State Highway System and the remaining 30 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for aggressive driving crashes is provided in Appendix A.
Priority Corridors for Aggressive Driving – SHSP Crash Types Aggressive Overall Driving Crash Scheme 1 Scheme 2 Crash (1) No. Facility From To Rate (2) Hot‐Spot (3) Hot Spot (4) Rate 1 Old Kings Rd. Garden St. Plummer Rd. 3.56 19.13 2 Ricker Rd. Park City Dr. Morse Ave. 3.16 9.27 3 Rampart Rd. Argyle Forest Blvd. Collins Rd. 2.59 15.66 4 SR 208 Wilson Blvd. I‐295 SR 103 Lane Ave. 2.52 9.86 5 SR 208 Wilson Blvd. Fouraker Rd. I‐295 2.16 8.85 6 Argyle Forest Blvd. Shindler Dr. Rampart Rd. 1.74 5.72 7 SR 200/SR A1A I‐95 US 17 1.57 3.19 8 Rampart Rd. Collins Rd. Park City Dr. 1.56 8.80 9 Wesconnett Blvd. SR 21 Blanding Blvd. SR 21 Blanding Blvd. 1.56 5.83 10 Ricker Rd. SR 134 103rd St. SR 208 Wilson Blvd. 1.44 5.65 11 Harlow Blvd. SR 134 103rd St. SR 21 Blanding Blvd. 1.43 4.98 12 Jammes Rd. SR 134 103rd St. SR 128 San Juan Ave. 1.32 5.22 13 Old Middleburg Rd. SR 134 103rd St. SR 208 Wilson Blvd. 1.31 5.48 14 SR 21 Blanding Blvd. Argyle Forest Blvd SR 208 Wilson Blvd. 1.22 5.03 15 Ricker Rd. Morse Ave. SR 134 103rd St. 1.15 4.16 16 Jammes Rd. Morse Ave. SR 134 103rd St. 1.14 4.44 17 Firestone Rd. Morse Ave. SR 208 Wilson Blvd. 1.09 4.78 18 SR 134 103rd St. Cecil Commerce Pkwy. I‐295 1.04 3.84 19 CR 13 CR 208 SR 16 0.87 3.46 20 Old Middleburg Rd. Argyle Forest Blvd. SR 134 103rd St. 0.87 3.44 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the aggressive driving related crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors
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5.3 Issue 1(B) Aggressive Driving – Careless Driving – Priority Corridors Description Careless driving is considered in this report as part of Aggressive Driving and can be separated into its own category and can be classified as “Distracted Driving” after the stakeholder input. Careless driving as per the Florida statute 316.1925 is defined as “Any person operating a vehicle upon the streets or highways within the State shall drive the same in a careful and prudent manner, having regard to the width, grade, curves, corners, traffic, and all other attendant circumstances, so as not to endanger the life, limb, or property of any person. Failure to drive in such manner shall constitute careless driving and a violation of this section”.
Regional Perspective In the North Florida region, during the period from 2005 to 2010, careless driving behavior contributed to 42 percent of the overall crashes, 29 percent of all fatalities and 46 percent of all injury crashes. A total of 46,314 careless driving related crashes were identified within the North Florida region over the past six years. A total of 343 fatal and 24,447 injury crashes were reported. Approximately 54 percent of careless driving crashes resulted in either a fatality or an injury. Seventy eight percent of the careless driving behavior crashes occurred in Duval County followed by St. Johns County with 10 percent, Clay County with nine percent and Nassau County contributing the remaining three percent of crashes. Sixty eight percent of the aggressive driving behavior crashes occurred on the State Highway System and the remaining 32 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for careless driving crashes is provided in Appendix A. Priority Corridors for Careless Driving Crashes Careless Overall Driving Crash Crash Scheme 1 Scheme 2 No. Facility From To Rate (1) Rate (2) Hot‐Spot (3) Hot Spot (4) 1 Old Plank Rd. Jones Rd. Pickettville Rd. 13.29 39.27 2 Bulls Bay Hwy. US 90 Beaver St. Commonwealth Ave. 3.69 9.55 3 CR 220 Doctors Inlet Rd. SR 21 Blanding Blvd. CR 224 College Dr. 3.15 6.16 4 CR 209 Russell Rd. Old Ferry Rd. CR 220 Doctors Inlet Rd. 2.16 4.06 5 SR 228 Normandy Blvd. Chaffee Rd. I‐295 1.84 3.80 Jones Rd. I‐295 1.59 3.39 6 US 90 Beaver St. Chaffee Rd. I‐295 1.58 3.46 7 I‐10/SR 8 SR 21 Blanding Blvd. Country Meadows Dr. 1.55 2.59 8 CR 220A Long Bay Rd. 9 Old Midleburg Rd. Ricker Rd. SR 103 Lane Ave. 1.37 3.12 10 SR 23 Branan Field Rd. SR 21 Blanding Blvd. Old Jennings Rd. 1.34 2.54 11 I‐295/SR 9A Old St Augustine Rd. Commonwealth Ave. 1.32 2.60 12 Chester Rd. SR 200/SR A1A CR 200A Pages Dairy Rd. 1.23 2.52 13 Old Jennings Rd. SR 23 Branan Field Rd. SR 21 Blanding Blvd. 1.19 2.05 14 SR 200/SR A1A Old Yulee Rd. US 17 1.11 3.26 15 CR 220A Long Bay Rd. CR 220 Doctors Inlet Rd. Old Jennings Rd. 1.08 2.16 16 Old Jennings Rd. CR 220A Long Bay Rd SR 23 Branan Field Rd. 0.96 1.96 17 CR 218 Dolphin Ave. Thunder Rd. 0.73 1.69 18 CR 220 Doctors Inlet Rd. CR 220A Long Bay Rd. SR 21 Blanding Blvd. 0.71 1.09 19 Old Nassauville Rd. Parliament Dr. SR 200/SR A1A 0.68 1.62 20 SR 21 Blanding Blvd. CR 220A Long Bay Rd Old Jennings Rd. 0.66 1.20 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the careless driving crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4.
Weighting Scheme 2 hot‐spot corridors
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5.4 Issue 1(C) Aggressive Driving – Disregarded Traffic Control – Priority Corridors Description Disregarded Traffic Control (signal or stop sign) is considered in this report as part of Aggressive Driving and can be separated into its own category after the stakeholder input. These crashes occurred as a result of drivers not following traffic control rules.
Regional Perspective
In the North Florida region, during the period from 2005 to 2010, 11 percent of the overall crashes were a result of disregarding traffic controls. Three percent of all fatal and six percent of all injury crashes are a result of this crash type. A total of 4,217 disregarded traffic control crashes were identified within the North Florida region over the past six years. A total of 40 fatal and 3,021 injury crashes were reported. Approximately 73 percent of disregarded traffic control crashes resulted in either a fatality or an injury. Eighty five percent of the disregarded traffic control crashes occurred in Duval County followed by Clay County with seven percent, St Johns County with six percent and Nassau County contributing the remaining two percent of crashes. Sixty one percent of the disregarded traffic control crashes occurred on the State Highway System and the remaining 39 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for disregarded traffic control crashes is provided in Appendix A. Priority Corridors for Disregarded Traffic Control Crashes Disregarded Traffic Overall Control Crash Scheme 1 Scheme 2 Crash (1) No. Facility From To Rate (2) Hot‐Spot (3) Hot Spot (4) Rate 1 CR 215 Santa Clara Ave. SR 21 Blanding Blvd. 1.15 23.60 2 Ricker Rd. Park City Dr. Morse Ave. 1.08 7.38 3 Rampart Rd. Collins Rd. Park City Dr. 0.69 11.73 4 Collins Rd. Schindler Dr. Rampart Rd. 0.47 7.80 5 Oakleaf Village Pkwy. Plantation Oaks Blvd. Argyle Forest Blvd. 0.33 6.37 6 Firestone Rd. Morse Ave. SR 208 Wilson Blvd. 0.29 5.76 1.45 SR 16 CR 215 0.28 7 SR 21 Blanding Blvd. Ricker Rd. Firestone Rd. 0.27 1.64 8 Morse Ave. Argyle Forest Blvd. Wesconnett Blvd. 0.23 4.95 9 SR 21 Blanding Blvd. Collins Rd. SR 134 103rd St. 0.22 3.85 10 Shindler Dr. 11 SR 134 103rd St. SR 228 Normandy Blvd. Wesconnett Blvd. 0.20 3.95 Argyle Forest Blvd. SR 134 103rd St. 0.20 4.66 12 Old Middleburg Rd. 13 SR 23 Branan Field Rd. Plantation Oaks Blvd. SR 134 103rd St. 0.16 1.77 14 SR 152 Baymeadows Rd. SR 13 San Jose Blvd. SR 9A 0.15 3.28 15 SR 21 Blanding Blvd. Old Jennings Rd. Argyle Forest Blvd. 0.09 2.64 16 CR 220 Doctors Inlet Rd. SR 21 Blanding Blvd. CR 224 College Dr. 0.09 6.17 17 SR 21 Blanding Blvd. Golden Oak Ln. SR 16 0.08 0.93 18 US 1 Philips Hwy Gran Bay Pkwy. SR 202 JTB Blvd. 0.07 1.70 19 SR 13 San Jose Blvd. Mandarin Rd. SR 152 Baymeadows Rd. 0.07 2.88 20 Old Jennings Rd. CR 220A Long Bay Rd. SR 23 Branan Field Rd 0.07 1.96 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the disregarded traffic control crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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5.5 Issue 2 Intersection Crashes – Priority Intersection Locations
Description Intersection crashes identified for this project take into account crashes occurring at an intersection or that have been influenced by an intersection. Various factors contribute to an intersection crash ranging from and not limited to roadway environment factors, human factors and vehicle factors, etc. The Florida Strategic Highway Safety Plan (SHSP) indicates that on an average, there are five crashes at intersections every minute and one person dies every hour of every day at an intersection somewhere in the nation. Also, national statistics show that almost one in every four fatal crashes occurs at or near an intersection, one‐third of which are signalized according to the Florida SHSP. Regional Perspective In the North Florida region, during the period from 2005 to 2010, 43 percent of the overall crashes were a result of intersection crashes. Twenty eight percent of all fatal and 47 percent of all injury crashes are a result of this crash type. A total of 47,694 intersection crashes were identified within the North Florida region over the past six years. A total of 326 fatal and 25,090 injury crashes were reported. Approximately 53 percent of intersection crashes resulted in either a fatality or an injury. Seventy eight percent of the intersection crashes occurred in Duval County followed by Clay County with 10 percent, St Johns County with 10 percent and Nassau County contributing the remaining two percent of crashes. Sixty seven percent of the intersection crashes occurred on the State Highway System and the remaining 33 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for intersection crashes is provided in Appendix A. Priority Intersection Locations for Intersection Crashes ( * Statewide average intersection crash rates not available for comparison) Intersection Overall Crash Crash Scheme 1 Scheme 2 No. Major Roadway Minor Roadway Rate (1) Rate (2) Hot‐Spot (3) Hot Spot (4) 1 SR 134 103rd St. New World Ave. 9.43 9.43 2 Chaffee Rd. US 90 Beaver St., I‐10 Interchanges 4.57 15.98 3 SR 16/SR 13 CR 13 4.10 4.57 4 SR 208 Wilson Blvd. I‐295 Interchanges 3.45 6.11 5 International Golf Pkwy. I‐95 Interchanges 3.04 12.18 6 SR 134 103rd St. Firestone Rd., I‐295 Interchanges 2.65 4.43 7 US 1 Dixie Hwy. SR 206 2.41 2.65 8 SR 134 103rd St. SR 21 Blanding Blvd. 2.27 3.14 Shindler Dr., Old Middleburg Rd. 2.12 2.83 9 SR 134 103rd St. 10 SR 228 Normandy Blvd. Fouracker Rd. 1.85 2.90 11 SR 21 Blanding Blvd. CR 215 1.76 2.25 1.75 1.88 12 International Golf Pkwy./Pacetti Rd. SR 16 13 SR 21 Blanding Blvd. CR 218 1.72 2.32 14 SR 21 Blanding Blvd. Collins Rd. 1.63 2.32 US 17 1.58 1.58 15 SR 200/SR A1A 16 SR 21 Blanding Blvd. SR 16 1.49 1.60 17 International Golf Pkwy. US 1 Dixie Hwy. 1.41 1.56 18 US 17 Roosevelt Blvd. SR 134 Timuquana Rd. 1.21 2.04 19 SR 134 103rd St. Harlow Blvd. 1.19 2.02 20 SR 228 Normandy Blvd. Blair Rd. S 1.18 1.41 Source: HNTB 1. Crash rates (Crashes per Million Entering Vehicles (MEV)) calculated using the intersection crashes. 2. Crash rates (Crashes per Million Entering Vehicles (MEV)) calculated using the total overall region crashes. 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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5.6 Issue 3 Vulnerable Road User Crashes – Priority Corridors Description Road users, who have a high casualty rate and should therefore be given special attention in road safety policy, are often referred to as “Vulnerable Road Users” (Source: Institute of Road Safety Research (SWOV) – The Netherlands). This group can be defined in a number of ways. However, for the purpose of this study crashes involving pedestrians, bicyclists and mopeds are grouped as vulnerable road user crashes. The areas of pedestrian and bicycle safety are a major challenge for Florida. Florida is ranked first out of 50 states for pedestrian safety with a Pedestrian Danger Index of 182.8 as reported by the Transportation for America website.
Regional Perspective
Scheme 2 (4) Hot Spot
In the North Florida region, during the period from 2005 to 2010, three percent of the overall crashes were a result of vulnerable road user crashes. Approximately 90 percent of vulnerable road user crashes resulted in either a fatality or an injury making it the most critical crash type. Nineteen percent of all fatal and six percent of all injury crashes involve vulnerable road users. A total of 3,495 vulnerable road user crashes were identified within the North Florida region over the past six years. A total of 223 fatal and 2,935 injury crashes were reported for these crash types. Within the region, 196 fatal and 1,837 injury crashes were reported involving pedestrians causing a total of 207 fatalities and 1,916 injuries to civilians. Fifty three percent of the vulnerable road user crashes occurred on the State Highway System and the remaining 47 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for vulnerable road user crashes is provided in Appendix A. Priority Corridors for Vulnerable Road User Crashes Vulnerable Road Overall User Crash Crash Scheme 1 No. Facility From To Rate (1) Rate (2) Hot‐Spot (3) 12th Ave. S US 90 Beach Blvd. 3.34 47.38 1 1st St. S US 90 Beach Blvd. 15th Ave. N 2.35 30.49 2 1st St. N 3 N 8th Ave. Penman Rd. 1st St. N 1.90 27.08 4 4th Ave. N Penman Rd. 1st St. N 1.84 28.18 Palmer St. SR A1A Avenida Menendez St. 1.66 17.99 5 King St. 6 SR A1A 3rd St. N US 90 Beach Blvd. SR 10 Atlantic Blvd. 1.10 15.14 7 SR A1A 3rd St. S CR 203 Ponte Vedra Blvd. US 90 Beach Blvd. 1.04 19.06 8 10th St. N/S 12th Ave. S 20th Ave./Seagate Ave. 0.76 16.03 9 South Dixie Hwy. W King St. SR 207 Pinecrest St. 0.66 5.69 10 US 90 Beach Blvd. San Pablo Rd. 1st St. N/S 0.65 12.57 11 SR 10 Atlantic Blvd. SR A1A Mayport Rd. SR A1A 3rd St. N 0.52 5.25 12 CR 108 River Rd. S Mickler St. US 1 S Kings Rd. 0.49 39.38 13 SR A1A Mayport Rd. SR 10 Atlantic Blvd. SR A1A 0.43 4.05 14 US 1 Ponce De Leon Blvd. Old Dixie Hwy. SR 16 0.36 4.76 15 CR 115 Old Dixie Hwy. US 1 Kings Rd. Henry Smith Rd. 0.16 1.34 16 Mickler St. CR 108 River Rd. US 1 S Kings Rd. 0.09 4.98 17 SR 104 Dunn Ave. US 1 New Kings Rd. I‐295 0.06 2.30 18 SR 200/SR A1A US 17 Chester Rd. 0.04 2.16 19 CR 208 CR 13A Pacetti Rd. I‐95 0.04 0.37 Island Landing Dr. International Golf Pkwy. 0.04 0.72 20 US 1 Dixie Hwy. Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the vulnerable road user crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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5.7 Issue 4 Lane Departure Crashes – Priority Corridors
Description According to the American Association of State Highway and Transportation Officials (AASHTO) “Driving Down Lane‐ Departure Crashes Report”, almost 60 percent of the roadway deaths are caused when a vehicle veers from the travel lane. On a regional basis, the Florida SHSP reported a total of 58.5 percent of Florida crash fatalities are a result of lane departure crashes. Regional Perspective In the North Florida region, during the period from 2005 to 2010, 44 percent of the overall crashes were a result of lane departure crashes. Forty eight percent of all fatal and 40 percent of all injury crashes are a result of these crash types. A total of 48,438 lane departure crashes were identified within the North Florida region over the past six years. A total of 559 fatal and 21,358 injury crashes were reported for these crash types. Approximately 45 percent of lane departure crashes resulted in either a fatality or an injury. Seventy nine percent of the lane departure crashes occurred in Duval County followed by St. Johns County with 10 percent, Clay County with seven percent and Nassau County contributing the remaining four percent of crashes. Fifty eight percent of the lane departure crashes occurred on the State Highway System and the remaining 42 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for lane departure crashes is provided in Appendix A. Priority Corridors for Lane Departure Crashes Lane Departure Overall Crash Scheme 1 Scheme 2 Crash (1) (2) (3) (4) No. Facility From To Rate Hot‐Spot Hot Spot Rate US 1 Philips Hwy. I‐95 3.35 9.62 1 Bowden Rd. 2 Jammes Rd. SR 134 103rd St. SR 128 San Juan Ave. 2.82 7.58 3 Old Middleburg Rd. SR 134 103rd St. SR 208 Wilson Blvd. 2.71 7.30 4 Ricker Rd. SR 134 103rd St. Old Middleburg Rd. 2.68 8.18 5 CR 220 Doctors Inlet Rd. CR 224 College Dr. US 17 2.44 6.80 6 SR 228 Normandy Blvd. I‐295 SR 111 Cassat Ave. 2.43 7.05 7 Ricker Rd. Morse Ave. SR 134 103rd St. 2.16 6.06 8 Wesconnett Blvd. SR 21 Blanding Blvd. SR 21 Blanding Blvd. 2.16 6.31 9 Atlantic Blvd. San Marco Blvd. I‐95 2.05 4.05 10 Harlow Blvd. SR 134 103rd St. SR 21 Blanding Blvd. 1.99 6.16 11 SR 134 Timuquana Rd. Wesconnett Blvd. US 17 Roosevelt Blvd. 1.96 5.89 12 SR 21 Blanding Blvd. Argyle Forest Blvd. US 17 Roosevelt Blvd. 1.75 5.25 SR 152 Baymeadows Rd. Powers Ave. 1.66 4.04 13 S Old Kings Rd. Morse Ave. SR 134 103rd St. 1.65 5.24 14 Jammes Rd. 15 Firestone Rd. Morse Ave. SR 208 Wilson Blvd. 1.61 4.37 1.60 4.33 SR 228 Commandore Point Expy. US 90 Beach Blvd. SR 109 University Blvd. 16 17 SR 312 SR 207 US 1 Dixie Hwy. 1.57 4.60 US 1 Philips Hwy. I‐95 1.56 4.27 18 SR 202 JTB Blvd. 19 SR 134 103Rd St. SR 228 Normandy Blvd. Wesconnett Blvd. 1.47 4.58 20 Hogan Rd. US 90 Beach Blvd. Belfort Rd. 1.44 3.36 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the lane departure crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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5.8 Issue 5 Impaired Driving Crashes – Priority Corridors Description Alcohol and other drugs significantly impair drivers. The use of these substances impairs a person’s ability to concentrate, to make decisions, and causes a slow reaction time to the roadway environment. These substances may also affect motor skills, reflexes, and judgment. All of these listed characteristics are needed to drive safely. Being impaired increases the potential to injure others and cause fatalities (Source: http://www.newyorkdefensivedriving.com/course_sample.html?p=11).
Regional Perspective
In the North Florida region, during the period from 2005 to 2010, nine percent of the overall crashes were a result of impaired driving crashes. Forty eight percent of all fatal and eight percent of all injury crashes are a result of these crash types. A total of 9,620 impaired driving crashes were identified within the North Florida region over the past six years. A total of 565 fatal and 4,283 injury crashes were reported for these crash types. Approximately 50 percent of impaired driving crashes resulted in either a fatality or an injury. Seventy one percent of the impaired driving crashes occurred in Duval County followed by St. Johns County with 14 percent, Clay County with 10 percent and Nassau County contributing the remaining five percent of crashes. Fifty eight percent of the impaired driving crashes occurred on the State Highway System and the remaining 42 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for impaired driving crashes is provided in Appendix A. Priority Corridors for Impaired Driving Crashes Impaired Driving Overall Crash Crash Scheme 1 Scheme 2 From To Rate (1) Rate (2) Hot‐Spot (3) Hot Spot (4) No. Facility Thomas Creek Rd. Old Kings Rd. 0.99 3.64 1 Acree Rd. 2 Moncrief Rd. Old Kings Rd. SR 111 Edgewood Ave. 0.85 8.25 3 Yellow Bluff Rd. Starratt Rd. US 17 Main St. N 0.49 1.96 4 US 17 Main St. N New Berlin Rd. Yellow Bluff Rd. 0.30 2.01 5 SR 115 Lem Turner Rd. Braddock Rd. Janice Dr. 0.16 1.03 6 SR 115 Lem Turner Rd. Broward Rd. Braddock Rd. 0.15 2.11 7 Ratliff Rd. Thomas Creek Rd. US 1 S Kings Rd. 0.14 0.76 8 US 1 S Kings Rd. Ratliff Rd. SR 200/SR A1A 0.13 1.26 9 Old Kings Rd. Plummer Rd. US 1 S Kings Rd. 0.13 0.92 10 Church Rd. US 1 S Kings Rd. SR 115 Lem Turner Rd. 0.13 0.54 11 I‐295/SR 9A SR 21 Blanding Blvd. SR 115 Lem Turner Rd. 0.13 2.12 12 SR 115 Lem Turner Rd. Janice Dr. SR 200/SR A1A 0.11 0.81 13 SR 200/SR A1A Griffin Rd. I‐95 0.10 1.70 14 SR 104 Dunn Ave. Braddock Rd. Campus Blvd. 0.09 0.75 15 US 1 S Kings Rd. SR 111 Edgewood Ave. Ratliff Rd. 0.09 1.01 16 US 17 Main St. N Yellow Bluff Rd. Harts Rd. 0.09 0.66 17 Old Kings Rd. Pritchard Rd. Trout River Blvd. 0.06 0.98 Old Brick Rd. US 1 Dixie Hwy. 0.05 0.41 18 CR 204 19 I‐95 Duval/Nassau County Line SR 200/SR A1A 0.05 0.65 NFTPO Boundary to Rest SR 16 to Rest Area North 20 I‐95 0.05 0.63 Area South of SR 206 of International Golf Pkwy. Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the impaired driving crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
January 2012
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5.9 Issue 6 Young Driver (15‐20 years) Crashes – Priority Corridors Description Young drivers are categorized between the age group of 15 to 20 years. Younger drivers have been a significant road safety concern in the United States because of their high risk of collision involvement. The factors that place them at greater risk have, generally been grouped into two categories: 1) age‐related factors, such as exuberance, risk‐taking behavior, peer pressure, and sensation and thrill seeking, and 2) experience‐related factors such as psychomotor skills, perception of hazards, judgment, and decision‐making (Source: www.aaafoundation.org/pdf/ReducingTeenCrashes.pdf).
Regional Perspective
In the North Florida region, during the period from 2005 to 2010, 13 percent of the overall crashes were a result of young driver crashes. Twelve percent of all fatal and 17 percent of all injury crashes are a result of this crash type. A total of 14,564 young driver crashes were identified within the North Florida region over the past six years. A total of 141 fatal and 8,810 injury crashes were reported for this crash type. Approximately 62 percent of young driver crashes resulted in either a fatality or an injury. Seventy four percent of the young driver crashes occurred in Duval County followed by St. Johns County with 12 percent, Clay County with 11 percent and Nassau County contributing the remaining three percent of crashes. Sixty percent of the young driver crashes occurred on the State Highway System and the remaining 40 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for young driver crashes is provided in Appendix A. Priority Corridors for Young Driver Crashes Young Overall Driver Crash Crash Scheme 1 Scheme 2 No. Facility From To Rate (1) Rate (2) Hot‐Spot (3) Hot Spot (4) 1 New World Ave. SR 134 103rd St. SR 228 Normandy Blvd. 51.83 380.05 2 CR 220 Doctors Inlet Rd. SR 21 Blanding Blvd. CR 224 College Dr. 3.63 18.45 3 Thunder Rd. SR 16 Dowling Rd. 1.56 4.46 4 CR 215 Juniper Ave. SR 21 Blanding Blvd. 1.47 12.50 5 SR 21 Blanding Blvd. Forman Cir. Everett Ave. 0.91 6.00 6 SR 134 103rd St. Connie Jean Rd. Wesconnett Blvd. 0.70 5.50 7 CR 220A Long Bay Rd. SR 21 Blanding Blvd. Country Meadows Dr. 0.61 2.90 8 Everett Ave. Wisteria Ln. SR 21 Blanding Blvd. 0.59 2.76 9 SR 115 Lem Turner Rd. Gerald Rd. Lannie Rd. 0.59 1.77 10 CR 218 N Mimosa Ave. SR 21 Blanding Blvd. 0.59 2.41 Longleaf Ranch Cir. Alligator Blvd. 0.57 4.42 11 SR 21 Blanding Blvd. 12 SR 228 Normandy Blvd. Herlong Rd. I‐295 0.52 3.49 13 Braddock Rd. SR 104 Dunn Ave. Forest Trail No. 2 0.51 0.76 SR 21 Blanding Blvd. SR 21 Blanding Blvd. 0.49 2.71 14 Forman Cir. 15 CR 218 SR 21 Blanding Blvd. CR 739 Henley Rd. 0.46 2.42 16 CR 218 Mallard Rd. N Mimosa Ave. 0.42 1.77 17 CR 220 Doctors Inlet Rd. CR 220A Long Bay Rd. SR 21 Blanding Blvd. 0.40 2.87 18 SR 13 N Bartram Trail CR 13B Fruit Cove Rd. 0.35 1.14 19 CR 220A Long Bay Rd. Country Meadows Dr. CR 220 Doctors Inlet Rd. 0.34 2.14 20 I‐295/SR 9A Old St Augustine Rd. SR 228 Normandy Blvd. 0.33 2.54 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the young driver crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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5.10 Issue 7 Elderly Driver (65 and older) Crashes – Priority Corridors Description Elderly drivers are categorized in the age group of 65 or older. Elderly drivers have a higher fatality rate per miles driven than any other driver age group requiring them to be analyzed as a separate safety issue. In a nationwide survey, older adults cited driving as their usual and preferred mode of transportation, providing them continued mobility and independence. Therefore, it is essential to study the contributing causes to these elderly driver crashes to identify corridors vulnerable to elderly driver crashes and proposed corrective remedial actions (Source: http://www.smartmotorist.com/traffic‐and‐safety‐ guideline/older‐drivers‐elderly‐driving‐seniors‐at‐the‐wheel.html).
Regional Perspective
In the North Florida region, during the period from 2005 to 2010, six percent of the overall crashes were a result of elderly driver crashes. Eleven percent of all fatal and seven percent of all injury crashes are a result of this crash type. A total of 6,335 elderly driver crashes were identified within the North Florida region over the past six years. A total of 130 fatal and 3,767 injury crashes were reported for this crash type. Approximately 62 percent of elderly driver crashes resulted in either a fatality or an injury. Seventy three percent of the elderly driver crashes occurred in Duval County followed by St. Johns County with 14 percent, Clay County with nine percent and Nassau County contributing the remaining four percent of crashes. Sixty nine percent of the elderly driver crashes occurred on the State Highway System and the remaining 31 percent occurred on local roadways. A detailed crash data summary of the State Highway System and local roadways for elderly driver crashes is provided in Appendix A. Priority Corridors for Elderly Driver Crashes Elderly Overall Driver Crash Crash Scheme 1 Scheme 2 (4) No. Facility From To Rate (1) Rate (2) Hot‐Spot (3) Hot Spot 1 CR 220 Doctors Inlet Rd. SR 21 Blanding Blvd. CR 224 College Dr. 0.76 8.86 2 SR 21 Blanding Blvd. Forman Cir. Everett Ave. 0.40 5.46 3 Everett Ave. Wisteria Ln. SR 21 Blanding Blvd. 0.22 2.73 4 CR 218 SR 21 Blanding Blvd. CR 739 Henley Rd. 0.20 2.42 Chester Rd. Old Nassauville Rd. 0.18 1.76 5 SR 200/SR A1A 6 SR 13/SR 16 SR 16 Shands Bridge SR 16 0.17 1.20 CR 220 Doctors Inlet Rd. Old Jennings Rd. 0.17 2.16 7 CR 220A Long Bay Rd. SR 21 Blanding Blvd. Country Meadows Dr. 0.16 2.96 8 CR 220A Long Bay Rd. 9 Black Rock Rd. SR 200/SR A1A Windsor Dr. 0.14 1.35 10 CR 215 SR 16 SR 21 Blanding Blvd. 0.13 3.62 11 CR 220 Doctors Inlet Rd. CR 220A Long Bay Rd. SR 21 Blanding Blvd. 0.12 1.20 12 CR 218 N Mimosa Ave. SR 21 Blanding Blvd. 0.12 2.41 13 SR 21 Blanding Blvd. Longleaf Ranch Cir. Alligator Blvd. 0.12 3.06 14 Old Jennings Rd. CR 220A Long Bay Rd. SR 23 Branan Field Rd. 0.11 1.96 15 SR 16 Ave. B Ave. D 0.09 1.31 16 SR 21 Blanding Blvd. Alligator Blvd. Forman Cir. 0.09 1.40 17 SR 21 Blanding Blvd. 1.25 Everett Ave. Old Jennings Rd. 0.08 18 Forman Cir. SR 21 Blanding Blvd. SR 21 Blanding Blvd. 0.08 1.72 19 CR 218 Mallard Rd. N Mimosa Ave. 0.07 1.53 20 CR 220A Long Bay Rd. Country Meadows Dr. CR 220 Doctors Inlet Rd. 0.04 0.76 Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the elderly driver crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 2. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27) 3. Weighting Scheme 1 hot‐spot corridors 4. Weighting Scheme 2 hot‐spot corridors Data Collection and Analysis Report
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6. Consolidated Corridor List
A spatial join analysis in ArcGIS was performed on the nine issues analyzed for this study. The ArcGIS spatial analysis will identify if a corridor recognized as a priority corridor in any issue is spatially located in the rest of the issues and if present will report the issue number. A consolidated corridor matrix was prepared from this analysis that will identify the spatial relationship of priority corridors between the issues analyzed for this study. Table 9 below shows the consolidated corridor matrix table. Table 9. Consolidated Corridor Matrix S.No. 1
Issue 1A
2 3
Issue 1A
To Plummer Rd.
Issue 1B
Issue 1C
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Issue 7
Issue Count 3
5
7
7
Facility Old Kings Rd.
From Garden St.
1A
Ricker Rd.
Park City Dr.
Morse Ave.
1A
Rampart Rd.
Argyle Forest Blvd.
Collins Rd.
4
1A
SR 208 Wilson Blvd.
I‐295
SR 103 Lane Ave.
5
1A
SR 208 Wilson Blvd.
Fouraker Rd.
I‐295
6
1A
Argyle Forest Blvd.
Shindler Dr.
Rampart Rd.
7
1A
SR 200/SR A1A
I‐95
US 17
8
1A
Rampart Rd.
Collins Rd.
Park City Dr.
9
1A
Wesconnett Blvd.
SR 21 Blanding Blvd.
SR 21 Blanding Blvd.
10
1A
Ricker Rd.
SR 134 103rd St.
SR 208 Wilson Blvd.
11
1A
Harlow Blvd.
SR 134 103rd St.
SR 21 Blanding Blvd.
12
1A
Jammes Rd.
SR 134 103rd St.
SR 128 San Juan Ave.
13
1A
Old Middleburg Rd.
SR 134 103rd St.
SR 208 Wilson Blvd.
14
1A
SR 21 Blanding Blvd.
Argyle Forest Blvd.
SR 208 Wilson Blvd.
15
1A
Ricker Rd.
Morse Ave.
SR 134 103rd St.
16
1A
Jammes Rd.
Morse Ave.
SR 134 103rd St.
17
1A
Firestone Rd.
Morse Ave.
SR 208 Wilson Blvd.
18
1A
SR 134 103rd St.
Cecil Commerce Pkwy.
I‐295
19
1A
CR 13
CR 208
SR 16
20
1A
Old Middleburg Rd.
Argyle Forest Blvd.
SR 134 103rd St.
1
1B
Old Plank Rd.
Jones Rd.
Pickettville Rd.
2
1B
Bulls Bay Hwy.
US 90 Beaver St
Commonwealth Ave.
3
1B
CR 220 Doctors Inlet Rd.
SR 21 Blanding Blvd.
CR 224 College Dr.
4
4
1B
CR 209 Russell Rd.
Old Ferry Rd.
CR 220 Doctors Inlet Rd.
4
5
1B
SR 228 Normandy Blvd.
Chaffee Rd.
I‐295
6
1B
US 90 Beaver St.
Jones Rd.
I‐295
2
7
1B
I‐10/SR 8
Chaffee Rd.
I‐295
2
8
1B
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
Country Meadows Dr.
4
5
4
6
6
4
6
7
4
4
6
7
2
Old Jennings Rd.
11
1B
I‐295/SR 9A
Old St Augustine Rd.
Commonwealth Ave.
12
1B
Chester Rd.
SR 200/SR A1A
CR 200A Pages Dairy Rd
13
1B
Old Jennings Rd.
SR 23 Branan Field Rd.
SR 21 Blanding Blvd.
14
1B
SR 200/SR A1A
Old Yulee Rd.
US 17
15
1B
CR 220A Long Bay Rd.
CR 220 Doctors Inlet Rd.
Old Jennings Rd.
5
3 6
4 5 1
4 2
SR 103 Lane Ave
SR 21 Blanding Blvd.
1
Ricker Rd.
SR 23 Branan Field Rd.
Old Middleburg Rd.
1B
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17
Issue 1A
Issue 1B
Issue 1C
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Issue 7
Issue Count 3
4
3
2
4
4
Facility Old Jennings Rd.
From CR 220A Long Bay Rd.
To SR 23 Branan Field Rd.
1B
CR 218
Dolphin Ave.
Thunder Rd.
18
1B
CR 220 Doctors Inlet Rd.
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
19
1B
Old Nassauville Rd.
Parliament Dr.
SR 200/SR A1A
20
1B
SR 21 Blanding Blvd.
CR 220A Long Bay Rd.
Old Jennings Rd.
1
1C
CR 215
Santa Clara Ave.
SR 21 Blanding Blvd.
2
1C
Ricker Rd.
Park City Dr.
Morse Ave.
3
1C
Rampart Rd.
Collins Rd.
Park City Dr.
5
4
1C
Collins Rd.
Schindler Dr.
Rampart Rd.
5
5
1C
Oakleaf Village Pkwy.
Plantation Oaks Blvd.
Argyle Forest Blvd.
6
1C
Firestone Rd.
Morse Ave.
SR 208 Wilson Blvd.
7
1C
SR 21 Blanding Blvd.
SR 16
CR 215
8
1C
Morse Ave.
Ricker Rd.
Firestone Rd.
9
1C
SR 21 Blanding Blvd.
Argyle Forest Blvd.
Wesconnett Blvd.
10
1C
Shindler Dr.
Collins Rd.
SR 134 103rd St.
11
1C
SR 134 103rd St.
SR 228 Normandy Blvd.
Wesconnett Blvd.
12
1C
Old Middleburg Rd.
Argyle Forest Blvd.
SR 134 103rd St.
13
1C
SR 23 Branan Field Rd.
Plantation Oaks Blvd.
SR 134 103rd St.
14
1C
SR 152 Baymeadows Rd.
SR 13 San Jose Blvd.
SR 9A
15
1C
SR 21 Blanding Blvd.
Old Jennings Rd.
Argyle Forest Blvd.
16
1C
CR 220 Doctors Inlet Rd.
SR 21 Blanding Blvd.
CR 224 College Dr.
17
1C
SR 21 Blanding Blvd.
Golden Oak Ln.
SR 16
18
1C
US 1 Philips Hwy.
Gran Bay Pkwy.
SR 202 JTB Blvd.
19
1C
SR 13 San Jose Blvd.
Mandarin Rd.
SR 152 Baymeadows Rd.
20
1C
Old Jennings Rd.
CR 220A Long Bay Rd.
SR 23 Branan Field Rd.
1
2
SR 134 103rd St.
New World Ave.
2
2
Chaffee Rd.
US 90 Beaver St., I‐10 Interchanges
3
2
SR 16/SR 13
CR 13
4
2
SR 208 Wilson Blvd.
I‐295 Interchanges
5
2
International Golf Pkwy.
I‐95 Interchanges
6
2
SR 134 103rd St.
Firestone Rd., I‐295 Interchanges
7
2
US 1 Dixie Hwy.
SR 206
8
2
SR 134 103rd St.
SR 21 Blanding Blvd.
5
9
2
SR 134 103rd St.
Shindler Dr., Old Middleburg Rd.
5
10
2
SR 228 Normandy Blvd.
Fouracker Rd.
3
11
2
SR 21 Blanding Blvd.
CR 215
12
2
International Golf Pkwy./Pacetti Rd.
SR 16
13
2
SR 21 Blanding Blvd.
CR 218
14
2
SR 21 Blanding Blvd.
Collins Rd.
15
2
SR 200/SR A1A
US 17
16
2
SR 21 Blanding Blvd.
SR 16
17
2
International Golf Pkwy.
US 1 Dixie Hwy.
Intersection crashes are reported at the junction of major and minor intersecting roadways. The "From" location is the major roadway and "To" location is the minor roadway.
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19
Facility
Issue 1A
Issue 1B
Issue 1C
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Issue 7
Issue Count 1
From US 17 Roosevelt Blvd.
To SR 134 Timuquana Rd.
2
SR 134 103rd St.
Harlow Blvd.
20
2
SR 228 Normandy Blvd.
Blair Rd. S
1
3
1st St. S
12th Ave. S
US 90 Beach Blvd
1
2
3
1sr St. N
US 90 Beach Blvd.
15th Ave. N
1
3
3
N 8th Ave.
Penman Rd.
1st St. N
1
4
3
4th Ave. N
Penman Rd.
1st St. N
1
5
3
King St.
Palmer St.
SR A1A Avenid Menen St.
1
6
3
SR A1A 3rd St. N
US 90 Beach Blvd.
SR 10 Atlantic Blvd.
1
7
3
SR A1A 3rd St. S
CR 203 Ponte Vedra Blvd.
US 90 Beach Blvd.
1
8
3
10th St. N/S
12th Ave. S
20th Ave./Seagate Ave.
1
9
3
S Dixie Hwy.
W King St.
SR 207 Pinecrest St.
1
10
3
US 90 Beach Blvd.
San Pablo Rd.
1st St. N/S
1
11
3
SR 10 Atlantic Blvd.
SR A1A Mayport Rd.
SR A1A 3rd St. N
1
12
3
CR 108 River Rd.
S Mickler St.
US 1 Kings Rd.
13
3
SR A1A Mayport Rd.
SR 10 Atlantic Blvd.
SR A1A
1
14
3
US 1 Ponce De Leon Blvd.
Old Dixie Hwy.
SR 16
1
15
3
CR 115 Old Dixie Hwy.
US 1 Kings Rd.
Henry Smith Rd.
1
16
3
Mickler St.
CR 108 River Rd.
US 1 Kings Rd.
2
17
3
SR 104 Dunn Ave.
US 1 New Kings Rd.
I‐295
3
18
3
SR 200/SR A1A
US 17
Chester Rd.
19
3
CR 208
CR 13A Pacetti Rd.
20
3
US 1 Dixie Hwy.
1
4
2
1
2
4
I‐95
1
Island Landing Dr.
International Golf Pkwy.
1
Bowden Rd.
US 1 Philips Hwy.
I‐95
4
Jammes Rd.
SR 134 103rd St.
SR 128 San Juan Ave.
3
4
Old Middleburg Rd.
SR 134 103rd St.
SR 208 Wilson Blvd.
4
4
Ricker Rd.
SR 134 103rd St.
Old Middleburg Rd.
5
4
CR 220 Doctors Inlet Rd.
CR 224 College Dr.
US 17
6
4
SR 228 Normandy Blvd.
I‐295
SR 111 Cassat Ave.
7
4
Ricker Rd.
Morse Ave.
SR 134 103rd St.
8
4
Wesconnett Blvd.
SR 21 Blanding Blvd.
SR 21 Blanding Blvd.
9
4
Atlantic Blvd.
San Marco Blvd.
I‐95
10
4
Harlow Blvd.
SR 134 103rd St.
SR 21 Blanding Blvd.
11
4
SR 134 Timuquana Rd.
Wesconnett Blvd.
US 17 Roosevelt Blvd.
12
4
SR 21 Blanding Blvd.
Argyle Forest Blvd.
US 17 Roosevelt Blvd.
13
4
S Old Kings Rd.
SR 152 Baymeadows Rd.
Powers Ave.
14
4
Jammes Rd.
Morse Ave.
SR 134 103rd St.
15
4
Firestone Rd.
Morse Ave.
SR 208 Wilson Blvd.
16
4
SR 228 Commandore Point Expy.
US 90 Beach Blvd.
SR 109 University Blvd.
1
17
4
SR 312
SR 207
US 1 Dixie Hwy.
1
18
4
SR 202 JTB Blvd.
US 1 Philips Hwy.
I‐95
1
19
4
SR 134 103rd St.
SR 228 Normandy Blvd.
Wesconnett Blvd.
20
4
Hogan Rd.
US 90 Beach Blvd.
Belfort Rd.
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Issue 5
2 3
Issue 1A
To Old Kings Rd.
Issue 1B
Issue 1C
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Issue 7
Issue Count 1
Facility Acree Rd.
From Thomas Creek Rd.
5
Moncrief Rd.
Old Kings Rd.
SR 111 Edgewood Ave.
1
5
Yellow Bluff Rd.
Starratt Rd.
US 17 Main St.
1
4
5
US 17 Main St.
New Berlin Rd.
Yellow Bluff Rd.
1
5
5
SR 115 Lem Turner Rd.
Braddock Rd.
Janice Dr.
2
6
5
SR 115 Lem Turner Rd.
Broward Rd.
Braddock Rd.
2
7
5
Ratliff Rd.
Thomas Creek Rd.
US 1 S Kings Rd.
1
8
5
US 1 S Kings Rd.
Ratliff Rd.
SR 200/SR A1A
2
9
5
Old Kings Rd.
Plummer Rd.
US 1 S Kings Rd.
3
10
5
Church Rd.
US 1 S Kings Rd.
SR 115 Lem Turner Rd.
1
11
5
I‐295/SR 9A
SR 21 Blanding Blvd.
SR 115 Lem Turner Rd.
6
12
5
SR 115 Lem Turner Rd.
Janice Dr.
SR 200/SR A1A
2
13
5
SR 200/SR A1A
Griffin Rd.
I‐95
1
14
5
SR 104 Dunn Ave.
Braddock Rd.
Campus Blvd.
2
15
5
US 1 S Kings Rd.
SR 111 Edgewood Ave.
Ratliff Rd.
1
16
5
US 17 Main St.
Yellow Bluff Rd.
Harts Rd.
1
17
5
Old Kings Rd.
Pritchard Rd.
Trout River Blvd.
18
5
CR 204
Old Brick Rd.
US 1 Dixie Hwy.
1
19
5
I‐95
Duval/Nassau County Line
SR 200/SR A1A
1
20
5
I‐95
NFTPO Boundary to Rest Area South of SR 206
SR 16 to Rest Area N of International Golf Pkwy.
2
1
6
New World Ave.
SR 134 103rd St.
SR 228 Normandy Blvd
2
6
CR 220 Doctors Inlet Rd.
SR 21 Blanding Blvd.
CR 224 College Dr.
3
6
Thunder Rd.
SR 16
Dowling Rd.
4
6
CR 215
Juniper Ave.
SR 21 Blanding Blvd.
5
6
SR 21 Blanding Blvd.
Forman Cir.
Everett Ave.
6
6
SR 134 103rd St.
Connie Jean Rd.
Wesconnett Blvd.
7
6
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
Country Meadows Dr.
8
6
Everett Ave.
Wisteria Ln.
SR 21 Blanding Blvd.
9
6
SR 115 Lem Turner Rd.
Gerald Rd.
Lannie Rd.
10
6
CR 218
N Mimosa Ave.
SR 21 Blanding Blvd.
11
6
SR 21 Blanding Blvd.
Longleaf Ranch Cir.
Alligator Blvd.
12
6
SR 228 Normandy Blvd.
Herlong Rd.
I‐295
13
6
Braddock Rd.
SR 104 Dunn Ave.
14
6
Forman Cir.
15
6
CR 218
16
6
17
6
18
2
2
4
3
7
3
3
2
4
3 6
Forest Trail No. 2
1
SR 21 Blanding Blvd.
SR 21 Blanding Blvd.
2
SR 21 Blanding Blvd.
CR 739 Henley Rd.
4
CR 218
Mallard Rd.
N Mimosa Ave.
2
CR 220 Doctors Inlet Rd.
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
3
6
SR 13
N Bartram Trail
Cr 13B Fruit Cove Rd.
19
6
CR 220A Long Bay Rd.
Country Meadows Dr.
CR 220 Doctors Inlet Rd.
20
6
I‐295/SR 9A
Old St Augustine Rd.
SR 228 Normandy Blvd.
1
7
CR 220 Doctors Inlet Rd.
SR 21 Blanding Blvd.
2
7
SR 21 Blanding Blvd.
3
7
Everett Ave.
1
Data Collection and Analysis Report
4
CR 224 College Dr.
Forman Cir.
Everett Ave.
Wisteria Ln.
SR 21 Blanding Blvd.
January 2012
1
3 7
4
3
3
18
North Florida Transportation Planning Organization Strategic Safety Plan S.No. 4
Issue 7
5
Issue 1A
Issue 1B
Issue 1C
Issue 7
Issue Count 4
2
1
4
3
1
4
3
4
3
3
1
4
4
SR 21 Blanding Blvd.
2
Mallard Rd.
N Mimosa Ave.
2
Country Meadows Dr.
CR 220 Doctors Inlet Rd.
3
Facility CR 218
From SR 21 Blanding Blvd.
To CR 739 Henley Rd.
7
SR 200/SR A1A
Chester Rd.
Old Nassauville Rd.
6
7
SR 13/SR 16
SR 16 Shands Bridge
SR 16
7
7
CR 220A Long Bay Rd.
CR 220 Doctors Inlet Rd.
Old Jennings Rd.
8
7
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
Country Meadows Dr.
9
7
Black Rock Rd.
SR 200/SR A1A
Windsor Dr.
10
7
CR 215
SR 16
SR 21 Blanding Blvd.
11
7
CR 220 Doctors Inlet Rd.
CR 220A Long Bay Rd.
SR 21 Blanding Blvd.
12
7
CR 218
N Mimosa Ave.
SR 21 Blanding Blvd.
13
7
SR 21 Blanding Blvd.
Longleaf Ranch Cir.
Alligator Blvd.
14
7
Old Jennings Rd.
CR 220A Long Bay Rd.
SR 23 Branan Field Rd.
15
7
SR 16
Ave B
Ave D
16
7
SR 21 Blanding Blvd.
Alligator Blvd.
Forman Cir.
17
7
SR 21 Blanding Blvd.
Everett Ave.
Old Jennings Rd.
18
7
Forman Cir.
SR 21 Blanding Blvd.
19
7
CR 218
20
7
CR 220A Long Bay Rd.
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Source: HNTB Color Legend 1 2 3 4 5 6 7
Low Priority
High Priority
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North Florida Transportation Planning Organization Strategic Safety Plan
7. High Priority Corridors/Intersections
A consolidated list of priority corridors was prepared by considering the count of the number of issues for which the corridor was significant. Locations where there were four or more significances are considered for the consolidated list. The total rates on these roadway segments are calculated and these crash rates are used to rank the corridors. Table 10 shows these consolidated high priority corridors and their crash rates. The high priority intersections within the North Florida TPO regional boundary are identified in Section 5.5 of this report and are summarized in Table 11. Figure 13 shows the location of the consolidated priority corridors within the North Florida TPO regional boundary and Figure 14 shows the location of the consolidated priority intersections. Table 10. Consolidated High Priority Corridors Issue 1A
Issue 1B
Issue 1C
Issue 2
Issue 4
Issue 5
Issue 6
Issue Count 7
Crash Rate (1) 6.87
US 17 Roosevelt Blvd.
7
5.01
SR 228 Normandy Blvd.
Wesconnett Blvd.
7
3.94
I‐295/SR 9A
Old St Augustine Rd.
SR 228 Normandy Blvd.
7
2.74
5
Ricker Rd.
SR 134 103rd St.
Old Middleburg Rd.
6
6.99
6
Harlow Blvd.
SR 134 103rd St.
SR 21 Blanding Blvd.
6
5.68
7
Firestone Rd.
8
Old Middleburg Rd.
Morse Ave.
SR 208 Wilson Blvd.
SR 134 103rd St.
SR 103 Lane Ave
6
4.87
6
3.74
9
SR 21 Blanding Blvd.
Old Jennings Rd.
Argyle Forest Blvd.
6
3.14
10
I‐295/SR 9A
SR 228 Normandy Blvd.
SR 115 Lem Turner Rd.
6
1.76
11
Morse Ave.
Ricker Rd.
Jammes Rd.
12
Rampart Rd.
Argyle Forest Blvd.
Park City Dr.
13
SR 228 Normandy Blvd.
Chaffee Rd.
I‐295
14
Collins Rd.
Schindler Dr.
Rampart Rd.
15
SR 228 Normandy Blvd.
I‐295
SR 111 Cassat Ave.
16
CR 220 Doctors Inlet Rd.
SR 21 Blanding Blvd.
CR 224 College Dr.
17
Wesconnett Blvd.
SR 21 Blanding Blvd.
SR 21 Blanding Blvd.
18
SR 134 Timuquana Rd.
Wesconnett Blvd.
US 17 Roosevelt Blvd.
19
Ricker Rd.
Morse Ave.
SR 134 103rd St.
20
CR 209 Russell Rd.
Old Ferry Rd.
CR 220 Doctors Inlet Rd.
21
Jammes Rd.
Morse Ave.
SR 128 San Juan Ave.
22
Old Middleburg Rd.
Argyle Forest Blvd.
SR 134 103rd St.
23
CR 215
SR 16
SR 21 Blanding Blvd.
24
Shindler Dr.
Collins Rd.
SR 134 103rd St.
25
SR 23 Branan Field Rd.
SR 21 Blanding Blvd.
Old Jennings Rd.
26
CR 218
N Mimosa Ave.
CR 739 Henley Rd.
27
CR 220A Long Bay Rd.
CR 220 Doctors Inlet Rd.
Old Jennings Rd.
28
SR 21 Blanding Blvd.
SR 16
CR 218
29
SR 200/SR A1A
I‐95
Chester Rd.
30
SR 21 Blanding Blvd.
Everett Ave.
Old Jennings Rd.
Rank 1
Facility SR 208 Wilson Blvd.
From Fouraker Rd.
To SR 103 Lane Ave.
2
SR 21 Blanding Blvd.
Argyle Forest Blvd.
3
SR 134 103rd St.
4
6
1.59
5
8.73
5
3.27
5
2.03
4
7.35
4
6.98
4
5.98
4
4.96
4
4.73
4
4.65
4
4.42
4
3.96
Issue 7
Issue 3
4
3.66
4
3.49
4
3.49
4
2.58
4
2.21
4
1.62
4
1.47
4
1.43
Source: HNTB 1. Crash rates (Crashes per Million Vehicle Miles (MVM)) calculated using the total overall region crashes and values highlighted in red are greater than the statewide average crash rate (1.27)
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North Florida Transportation Planning Organization Strategic Safety Plan
Table 11. Consolidated High Priority Intersections ( * Statewide average intersection crash rates not available for comparison) Rank 1
Major Roadway
Minor Roadway
SR 134 103rd St.
Firestone Rd., I‐295 Interchanges
Issue 1A
Issue 1B
Issue 1C
Issue 2
Issue 3
Issue 4
Issue 5
Issue 6
Issue 7
Issue Count 7
Crash Rate (1) 4.43
7
2.02
2
SR 134 103rd St.
Harlow Blvd.
3
SR 208 Wilson Blvd.
I‐295 Interchanges
5
6.11
4
SR 134 103rd St.
SR 21 Blanding Blvd.
5
3.14
5
SR 134 103rd St.
Shindler Dr., Old Middleburg Rd.
5
2.83
6
SR 21 Blanding Blvd.
CR 218
4
2.32
7
SR 21 Blanding Blvd.
Collins Rd.
4
2.32
8
SR 21 Blanding Blvd.
CR 215
4
2.25
4
1.58
9
SR 200/SR A1A
US 17
10
SR 134 103rd St.
New World Ave.
3
9.43
11
SR 228 Normandy Blvd.
Fouracker Rd.
3
2.9
12
International Golf Pkwy.
I‐95 Interchanges
2
12.18
13
SR 16/SR 13
CR 13
2
4.57
14
SR 21 Blanding Blvd.
SR 16
2
1.6
15
Chaffee Rd.
US 90 Beaver St., I‐10 Interchanges
1
15.98
16
US 1 Dixie Hwy.
SR 206
1
2.65
17
US 17 Roosevelt Blvd.
SR 134 Timuquana Rd.
1
2.04
18
International Golf Pkwy./Pacetti Rd.
SR 16
1
1.88
US 1 Dixie Hwy.
1
1.56
20 SR 228 Normandy Blvd. Blair Rd. S Source: HNTB 1. Crash rates (Crashes per Million Entering Vehicles (MEV)) calculated using the total overall region crashes.
1
1.41
19
International Golf Pkwy.
Data Collection and Analysis Report
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North Florida Transportation Planning Organization Strategic Safety Plan
Data Collection and Analysis Report
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North Florida Transportation Planning Organization Strategic Safety Plan
8. Next Steps
The next phase of this project will identify potential countermeasures for various collision types and a conceptual assessment of applicable countermeasures.
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23
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Appendix A Crash Data Summary Florida State Highway System (SHS) and Local Roadway Crashes
Overall Crash Data Summary State Roads Year 2005 2006 2007 2008 2009 2010 Total
PDO
Local Roads Injury Fatality
6,035 6,322 5,699 6,197 5,995 6,175 5,438 5,800 5,685 6,052 5,783 5,684 34,635 36,230
152 141 159 130 113 108 803
Total Crashes 12,509 12,037 12,329 11,368 11,850 11,575 71,668
Crash Cost $ 2,461,637,694.00 $ 2,360,551,569.00 $ 2,472,260,475.00 $ 2,197,453,600.00 $ 2,148,502,904.00 $ 2,032,681,968.00 $ 13,673,088,210.00
VMT (in 1,000) 26,483.30 27,652.60 27,894.20 26,998.40 26,623.00 26,315.30 161,966.80
Crash Rate 1.29 1.19 1.21 1.15 1.22 1.21 1.21
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
Year
PDO
Duval County 2005 5,014 4,998 2006 4,601 4,808 2007 4,856 4,713 2008 4,414 4,530 2009 4,649 4,635 2010 4,774 4,349 Total 28,308 28,033 St. Johns County 2005 534 627 2006 664 713 2007 673 760 2008 555 622 2009 562 713 2010 514 625 Total 3,502 4,060 Clay County 2005 367 473 2006 321 472 2007 325 475 2008 318 445 2009 344 524 2010 348 517 Total 2,023 2,906 Nassau County 2005 120 224 2006 113 204 2007 141 227 2008 151 203 2009 130 180 2010 147 193 Total 802 1,231 Overall 34,635 36,230
Crash Cost
VMT (in 1,000)
Crash Rate
103 106 112 79 77 78 555
10,115 9,515 9,681 9,023 9,361 9,201 56,896
$ 1,838,156,446.00 $ 1,810,954,316.00 $ 1,829,063,001.00 $ 1,573,600,810.00 $ 1,586,494,895.00 $ 1,527,971,173.00 $ 10,166,240,641.00
18,303.20 19,539.10 19,571.70 18,804.70 18,518.10 18,311.50 113,048.30
1.51 1.33 1.36 1.31 1.38 1.38 1.38
28 11 22 30 19 14 124
1,189 1,388 1,455 1,207 1,294 1,153 7,686
$ 326,181,179.00 $ 238,327,001.00 $ 319,365,020.00 $ 337,928,794.00 $ 288,704,001.00 $ 236,271,625.00 $ 1,746,777,620.00
4,230.50 4,027.60 4,391.10 4,329.60 4,306.80 4,344.50 25,630.10
0.77 0.94 0.91 0.76 0.82 0.73 0.82
16 9 12 8 7 7 59
856 802 812 771 875 872 4,988
$ 213,150,021.00 $ 167,961,244.00 $ 187,816,575.00 $ 155,357,765.00 $ 167,299,148.00 $ 165,716,709.00 $ 1,057,301,462.00
2,175.90 2,110.80 2,044.50 2,001.00 1,933.30 1,888.30 12,153.80
1.08 1.04 1.09 1.06 1.24 1.27 1.12
5 15 13 13 10 9 65 803
349 332 381 367 320 349 2,098 71,668
$ 84,150,048.00 $ 143,309,008.00 $ 136,015,879.00 $ 130,566,231.00 $ 106,004,860.00 $ 102,722,461.00 $ 702,768,487.00 $ 13,673,088,210.00
1,773.70 1,975.10 1,886.90 1,863.10 1,864.80 1,771.00 11,134.60 161,967
0.54 0.46 0.55 0.54 0.47 0.54 0.52 1.21
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
2005 2006 2007 2008 2009 2010 Total
PDO
Injury Fatality
4,004 2,993 3,854 3,068 3,970 3,004 3,712 2,768 3,320 2,549 2,914 2,303 21,774 16,685
70 57 83 61 52 47 370
Total Crashes 7,067 6,979 7,057 6,541 5,921 5,264 38,829
Crash Cost $ 1,160,348,561.00 $ 1,093,666,836.00 $ 1,245,595,108.00 $ 1,049,330,736.00 $ 939,041,573.00 $ 847,977,431.00 $ 6,335,960,245.00
VMT (in 1,000) 15,945.55 16,489.32 16,213.26 15,515.45 15,505.99 15,720.80 95,390.36
Crash Rate 1.21 1.16 1.19 1.16 1.05 0.92 1.12
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
Total Crashes
Injury Fatality
Year
Total
Year
PDO
Duval County 2005 3,342 2,175 2006 3,173 2,273 2007 3,271 2,252 2008 3,011 2,021 2009 2,684 1,874 2010 2,410 1,758 Total 17,891 12,353 St. Johns County 2005 299 323 2006 342 309 2007 314 276 2008 280 231 2009 283 250 2010 124 136 Total 1,642 1,525 Clay County 2005 284 383 2006 280 341 2007 280 355 2008 324 398 2009 269 317 2010 284 304 Total 1,721 2,098 Nassau County 2005 79 112 2006 59 145 2007 105 121 2008 97 118 2009 84 108 2010 96 105 Total 520 709 Overall 21,774 16,685
Crash Cost
VMT (in 1,000)
Crash Rate
35 33 52 42 36 29 227
5,552 5,479 5,575 5,074 4,594 4,197 30,471
$ 744,787,975.00 $ 753,447,621.00 $ 870,479,304.00 $ 751,910,817.00 $ 677,728,098.00 $ 604,632,966.00 $ 4,402,986,781.00
10,817.21 11,023.23 10,882.82 10,350.50 10,320.80 10,407.42 63,801.97
1.41 1.36 1.4 1.34 1.22 1.1 1.31
13 6 11 6 5 7 48
635 657 601 517 538 267 3,215
$ 159,101,471.00 $ 111,504,093.00 $ 135,639,452.00 $ 93,178,487.00 $ 91,183,750.00 $ 76,715,672.00 $ 667,322,925.00
1,674.60 2,009.40 1,764.46 1,632.50 1,713.71 1,832.64 10,627.31
1.04 0.9 0.93 0.87 0.86 0.4 0.83
16 14 10 7 7 5 59
683 635 645 729 593 593 3,878
$ 191,930,591.00 $ 169,493,957.00 $ 147,190,835.00 $ 138,217,246.00 $ 119,247,809.00 $ 103,598,208.00 $ 869,678,646.00
2,469.64 2,486.67 2,559.57 2,530.71 2,471.21 2,482.77 15,000.56
0.76 0.7 0.69 0.79 0.66 0.65 0.71
6 4 10 6 4 6 36 370
197 208 236 221 196 207 1,265 38,829
$ 64,528,524.00 $ 59,221,165.00 $ 92,285,517.00 $ 66,024,186.00 $ 50,881,916.00 $ 63,030,585.00 $ 395,971,893.00 $ 6,335,960,245.00
984.09 970.03 1,006.41 1,001.75 1,000.27 997.97 5,960.52 95,390
0.55 0.59 0.64 0.6 0.54 0.57 0.58 1.12
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
2005 2006 2007 2008 2009 2010 Total
PDO
Injury Fatality
10,039 9,315 9,553 9,265 9,965 9,179 9,150 8,568 9,005 8,601 8,697 7,987 56,409 52,915
222 198 242 191 165 155 1,173
Total Crashes 19,576 19,016 19,386 17,909 17,771 16,839 110,497
Crash Cost $ 3,621,986,255.00 $ 3,454,218,405.00 $ 3,717,855,583.00 $ 3,246,784,336.00 $ 3,087,544,477.00 $ 2,880,659,399.00 $ 20,009,048,455.00
VMT (in 1,000) 42,429 44,142 44,107 42,514 42,129 42,036 257,357
Crash Rate 1.26 1.18 1.2 1.15 1.16 1.1 1.18
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
Total Crashes
Injury Fatality
Year
Year
PDO
Total Crashes
Crash Cost
VMT (in 1,000)
Crash Rate
138 139 164 121 113 107 782
15,667 14,994 15,256 14,097 13,955 13,398 87,367
$ 2,582,944,421.00 $ 2,564,401,937.00 $ 2,699,542,305.00 $ 2,325,511,627.00 $ 2,264,222,993.00 $ 2,132,604,139.00 $ 14,569,227,422.00
29,120 30,562 30,455 29,155 28,839 28,719 176,850
1.47 1.34 1.37 1.32 1.33 1.28 1.35
41 17 33 36 24 21 172
1,824 2,045 2,056 1,724 1,832 1,420 10,901
$ 485,282,650.00 $ 349,831,094.00 $ 455,004,472.00 $ 431,107,281.00 $ 379,887,751.00 $ 312,987,297.00 $ 2,414,100,545.00
5,905 6,037 6,156 5,962 6,021 6,177 36,257
0.85 0.93 0.92 0.79 0.83 0.63 0.82
32 23 22 15 14 12 118
1,539 1,437 1,457 1,500 1,468 1,465 8,866
$ 405,080,612.00 $ 337,455,201.00 $ 335,007,410.00 $ 293,575,011.00 $ 286,546,957.00 $ 269,314,917.00 $ 1,926,980,108.00
4,646 4,597 4,604 4,532 4,405 4,371 27,154
0.91 0.86 0.87 0.91 0.91 0.92 0.89
11 19 23 19 14 15 101 1,173
546 540 617 588 516 556 3,363 110,497
$ 148,678,572.00 $ 202,530,173.00 $ 228,301,396.00 $ 196,590,417.00 $ 156,886,776.00 $ 165,753,046.00 $ 1,098,740,380.00 $ 20,009,048,455.00
2,758 2,945 2,893 2,865 2,865 2,769 17,095 257,357
0.54 0.5 0.58 0.56 0.49 0.55 0.54 1.18
Injury Fatality
Duval County 2005 8,356 7,173 2006 7,774 7,081 2007 8,127 6,965 2008 7,425 6,551 2009 7,333 6,509 2010 7,184 6,107 Total 46,199 40,386 St. Johns County 2005 833 950 2006 1,006 1,022 2007 987 1,036 2008 835 853 2009 845 963 2010 638 761 Total 5,144 5,585 Clay County 2005 651 856 2006 601 813 2007 605 830 2008 642 843 2009 613 841 2010 632 821 Total 3,744 5,004 Nassau County 2005 199 336 2006 172 349 2007 246 348 2008 248 321 2009 214 288 2010 243 298 Total 1,322 1,940 Overall 56,409 52,915
Note: Fatal crash cost $6,380,000, injury crash cost $229,777, and property damage only crash cost $6,500
Overall Crashes
Description of Crash Types
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.
Issue 1: Aggressive Driving Behavior Crashes The “aggressive driving behavior” crash classification includes the following seven categories. The numbers listed inside the braces represent the “Contributing Cause” classification codes identified in the Crash Analysis Reporting (CAR) System: 1. 2. 3. 4. 5. 6. 7.
Failed to yield right‐of way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20)
In addition to the seven issues mentioned above, the following two categories were also analyzed as aggressive driving behavior for the purpose of this report, but can be potentially listed as a separate issue called “Distracted Driving”. 1. Careless driving (02) 2. Disregarded traffic control (signal (11) or stop (13)) Appendix B illustrates the North Florida regional map showing the aggressive driving behavior, careless driving, and disregarded traffic control crash severity that occurred in the past six years.
Appendix B shows the North Florida regional map with the lane departure crash severity in the past six years.
Issue 5: Impaired Driving Crashes The “impaired driving crash” classification includes the following three categories. The numbers listed inside the braces represent the “Alcohol/Drugs Involved” classification codes identified in the Crash Analysis Reporting (CAR) System: 1. Alcohol involved (01) 2. Drug involved (02) 3. Alcohol and drug involved (03) Appendix B shows the North Florida regional map with the impaired driving crash severity in the past six years.
Issue 2: Intersection Crashes The “intersection crash” classification includes the following two categories. The numbers listed inside the braces represent the “Site Location” classification codes identified in the Crash Analysis Reporting (CAR) System: 1. At intersection (02) 2. Influenced by intersection (03) Appendix B illustrates the North Florida regional map with the intersection crash severity in the past six years.
Issue 6: Young Driver Crashes The “young driver crash” classification includes the drivers in the age group of 15 to 20 years of age. Appendix B shows the North Florida regional map for the young driver crash severity in the past six years.
Issue 3: Vulnerable Road Users Crashes
Issue 7: Elderly Driver Crashes
The “vulnerable road user crash” classification includes the following four categories. The numbers listed inside the braces represent the “Harmful Event” classification codes identified in the Crash Analysis Reporting (CAR): 1. Collision with pedestrian (10) 2. Collision with bicycle (11) 3. Collision with bicycle in bike lane (12) 4. Collision with moped (13) Appendix B shows the North Florida regional map with vulnerable road user crash severity in the past six years.
The “elderly driver crash” classification includes the drivers in the age group of 65 years or older. Appendix B shows the North Florida regional map for the elderly driver crashes in the past six years.
Issue 4: Lane Departure Crashes The “lane departure crash” classification includes the following 16 categories. The numbers listed inside the braces represent the “Harmful Event” classification codes identified in the Crash Analysis Reporting (CAR) System:
Collision with motor vehicle in transport (head on) (02) Collision with motor vehicle in transport (angle) (03) Collision with motor vehicle in transport (sideswipe) (06) Collision with parked car (08) Motor vehicle hit sign/sign post (16) Motor vehicle hit utility pole/light pole (17) Motor vehicle hit guardrail (18) Motor vehicle hit tree/shrubbery (22) Collision with construction barricade sign (23) Collision with crash attenuators (25) Motor vehicle hit other fixed object (27) Collision with moveable object on road (28) Motor vehicle ran into ditch/culvert (29) Ran off the road into water (30) Overturned (31) Median crossover (39)
Issue 1: Aggressive Driving Behavior Crash Summary State Roads Aggressive Driving Behavior Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Local Roads 2005
2006
2007
2008
2009
2010
1,583 799 600 113 43 14 18 3,170 12,509 25%
1,468 788 550 95 47 22 20 2,990 12,037 25%
1,497 833 532 113 44 13 26 3,058 12,329 25%
1,336 658 430 81 49 9 20 2,583 11,368 23%
1,357 803 408 152 24 13 22 2,779 11,850 23%
1,212 818 443 87 25 8 20 2,613 11,575 23%
2005
2006
2007
2008
2009
2010
5,346 12,509 43%
5,095 12,037 42%
5,225 12,329 42%
5,043 11,368 44%
5,407 11,850 46%
5,330 11,575 46%
2005
2006
2007
2008
2009
2010
424 29 453 12,509 4%
448 39 487 12,037 4%
411 26 437 12,329 4%
417 22 439 11,368 4%
359 20 379 11,850 3%
379 14 393 11,575 3%
PDO
Injury
Fatality
2,512 3,080 1,468 282 156 24 49 7,571 34,635 22%
5,805 1,596 1,495 337 69 45 72 9,419 36,230 26%
136 23 0 22 7 10 5 203 803 25%
PDO
Injury
Fatality
13,695 34,635 40%
17,519 36,230 48%
232 803 29%
PDO
Injury
Fatality
622 56 678 34,635 2%
1,790 91 1,881 36,230 5%
26 3 29 803 4%
Total Crashes 8,453 4,699 2,963 641 232 79 126 17,193 71,668 24%
02 Aggressive Driving Behavior Careless driving (02) Overall Crashes Percentage of Overall Crashes
Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Careless driving (02) Overall Crashes Percentage of Overall Crashes
Total Crashes 8,453 4,699 2,963 641 232 79 126 17,193 71,668 24%
Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
2006
2007
2008
2009
2010
Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
1,010 81 168 70 58 14 18 1,419 7,067 20%
885 96 169 78 58 10 17 1,313 6,979 19%
965 97 160 66 53 10 17 1,368 7,057 19%
835 77 134 58 48 13 15 1,180 6,541 18%
770 63 113 50 39 6 14 1,055 5,921 18%
768 79 100 30 34 12 10 1,033 5,264 20%
Aggressive Driving Behavior
2005
2006
2007
2008
2009
2010
Careless driving (02) Overall Crashes Percentage of Overall Crashes
2,678 7,067 38%
2,662 6,979 38%
2,667 7,057 38%
2,528 6,541 39%
2,334 5,921 39%
1,999 5,264 38%
Aggressive Driving Behavior
2005
2006
2007
2008
2009
2010
Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
116 172 288 7,067 4%
161 167 328 6,979 5%
142 164 306 7,057 4%
129 130 259 6,541 4%
102 127 229 5,921 4%
119 100 219 5,264 4%
Aggressive Driving Behavior
PDO
Injury
Fatality
1,539 318 416 126 191 33 47 2,670 21,774 12%
3,649 173 428 208 96 29 43 4,626 16,685 28%
45 2 0 18 3 3 1 72 370 19%
PDO
Injury
Fatality
7,829 21,774 36%
6,928 16,685 42%
111 370 30%
PDO
Injury
Fatality
203 275 478 21,774 2%
562 578 1,140 16,685 7%
4 7 11 370 3%
Total Crashes 5,233 493 844 352 290 65 91 7,368 38,829 19%
Total Crashes 2,438 150 2,588 71,668 4%
Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Careless driving (02) Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
2005
2006
2007
2008
2009
2010
2,593 880 768 183 101 28 36 4,589 19,576 23%
2,353 884 719 173 105 32 37 4,303 19,016 23%
2,462 930 692 179 97 23 43 4,426 19,386 23%
2,171 735 564 139 97 22 35 3,763 17,909 21%
2,127 866 521 202 63 19 36 3,834 17,771 22%
1,980 897 543 117 59 20 30 3,646 16,839 22%
2005
2006
2007
2008
2009
2010
8,024 19,576 41%
7,757 19,016 41%
7,892 19,386 41%
7,571 17,909 42%
7,741 17,771 44%
7,329 16,839 44%
2005
2006
2007
2008
2009
2010
540 201 741 19,576 4%
609 206 815 19,016 4%
553 190 743 19,386 4%
546 152 698 17,909 4%
461 147 608 17,771 3%
498 114 612 16,839 4%
PDO
Injury
Fatality
4,051 3,398 1,884 408 347 57 96 10,241 56,409 18%
9,454 1,769 1,923 545 165 74 115 14,045 52,915 27%
181 25 0 40 10 13 6 275 1,173 23%
PDO
Injury
Fatality
21,524 56,409 38%
24,447 52,915 46%
343 1,173 29%
PDO
Injury
Fatality
825 331 1,156 56,409 2%
2,352 669 3,021 52,915 6%
30 10 40 1,173 3%
Total Crashes 13,686 5,192 3,807 993 522 144 217 24,561 110,497 22%
Total Crashes 14,868 38,829 38%
Aggressive Driving Behavior Careless driving (02) Overall Crashes Percentage of Overall Crashes
Total Crashes 46,314 110,497 42%
11, 13
Total Crashes 5,233 493 844 352 290 65 91 7,368 38,829 19%
Total Crashes 769 860 1,629 38,829 4%
Aggressive Driving Behavior Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Total Crashes 3207 1010 4,217 110,497 4%
Total Crashes 13,686 5,192 3,807 993 522 144 217 24,561 110,497 22%
02 Total Crashes 14,868 38,829 38%
11, 13 Total Crashes 2,438 150 2,588 71,668 4%
Aggressive Driving Behavior
02
02 Total Crashes 31,446 71,668 44%
11, 13 Aggressive Driving Behavior
2005
11, 13
02 Aggressive Driving Behavior
Aggressive Driving Behavior
02 Total Crashes 31,446 71,668 44%
11, 13 Aggressive Driving Behavior
Total
Aggressive Driving Behavior Careless driving (02) Overall Crashes Percentage of Overall Crashes
Total Crashes 46,314 110,497 42%
11, 13 Total Crashes 769 860 1,629 38,829 4%
Aggressive Driving Behavior Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Total Crashes 3,207 1,010 4,217 110,497 4%
Issue 1 ‐ Aggressive Driving Behavior
Issue 1: Aggressive Driving Behavior Crash Summary State Roads
Local Roads Year
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
PDO
Injury
Fatality
1,377 1,278 1,386 1,125 1,222 1,183 7,571
1,747 1,674 1,632 1,426 1,534 1,406 9,419
46 38 40 32 23 24 203
PDO
Injury
Fatality
2,313 2,126 2,237 2,162 2,353 2,504 13,695
2,980 2,915 2,924 2,859 3,037 2,804 17,519
53 54 64 22 17 22 232
Total Crashes 3,170 2,990 3,058 2,583 2,779 2,613 17,193
02
Total Year
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
PDO
Injury
Fatality
511 474 500 434 382 369 2,670
893 827 854 735 661 656 4,626
15 12 14 11 12 8 72
PDO
Injury
Fatality
1,428 1,367 1,392 1,328 1,252 1,062 7,829
1,234 1,275 1,246 1,180 1,066 927 6,928
16 20 29 20 16 10 111
Total Crashes 1,419 1,313 1,368 1,180 1,055 1,033 7,368
02 Year
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
Total Crashes 5,346 5,095 5,225 5,043 5,407 5,330 31,446
11, 13 Year 2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
PDO
Injury
Fatality
118 128 120 107 92 113 678
325 353 311 331 283 278 1,881
10 6 6 1 4 2 29
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
PDO
Injury
Fatality
1,888 1,752 1,886 1,559 1,604 1,552 10,241
2,640 2,501 2,486 2,161 2,195 2,062 14,045
61 50 54 43 35 32 275
PDO
Injury
Fatality
3,741 3,493 3,629 3,490 3,605 3,566 21,524
4,214 4,190 4,170 4,039 4,103 3,731 24,447
69 74 93 42 33 32 343
PDO
Injury
Fatality
213 217 222 191 140 173 1,156
517 589 513 504 463 435 3,021
11 9 8 3 5 4 40
Total Crashes 4,589 4,303 4,426 3,763 3,834 3,646 24,561
02 Year
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
Total Crashes 2,678 2,662 2,667 2,528 2,334 1,999 14,868
11, 13 Total Crashes 453 487 437 439 379 393 2,588
Year
Year 2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
Total Crashes 8,024 7,757 7,892 7,571 7,741 7,329 46,314
11, 13 Year
2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
PDO
Injury
Fatality
95 89 102 84 48 60 478
192 236 202 173 180 157 1,140
1 3 2 2 1 2 11
Total Crashes 288 328 306 259 229 219 1,629
Year 2005 2006 2007 2008 2009 2010 Total Aggressive Driving Behavior
Total Crashes 741 815 743 698 608 612 4,217
Issue 1 ‐ Aggressive Driving Behavior
Issue 1: Aggressive Driving Behavior Crash Summary State Roads Aggressive Driving Behavior Duval County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Clay County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Nassau County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Local Roads 2005
2006
2007
2008
2009
2010
Total Crashes
1,187 650 511 87 36 9 14 2,494 10,115 25%
1,093 641 420 74 33 16 15 2,292 9,515 24%
1,102 687 351 71 32 11 19 2,273 9,681 23%
1,021 553 265 58 33 5 18 1,953 9,023 22%
1,022 667 247 115 16 11 16 2,094 9,361 22%
874 684 303 77 18 8 18 1,982 9,201 22%
6,299 3,882 2,097 482 168 60 100 13,088 56,896 23%
177 86 31 17 3 5 3 322 1,189 27%
181 92 45 9 9 4 4 344 1,388 25%
196 76 52 33 6 1 3 367 1,455 25%
143 70 46 17 11 4 2 293 1,207 24%
152 73 30 28 2 1 3 289 1,294 22%
121 73 12 9 4 0 1 220 1,153 19%
970 470 216 113 35 15 16 1835 7,686 24%
151 47 37 4 3 0 1 243 856 28%
143 44 64 4 2 2 1 260 802 32%
138 51 91 4 4 0 2 290 812 36%
126 24 76 3 3 0 0 232 771 30%
134 49 96 3 6 1 3 292 875 33%
151 39 83 0 2 0 1 276 872 32%
843 254 447 18 20 3 8 1593 4,988 32%
71 16 21 5 1 0 0 114 349 33%
51 11 21 8 3 0 0 94 332 28%
61 19 38 5 2 1 2 128 381 34%
46 11 43 3 2 0 0 105 367 29%
49 14 35 6 0 0 0 104 320 33%
66 22 45 1 1 0 0 135 349 39%
344 93 203 28 9 1 2 680 2,098 32%
Aggressive Driving Behavior Duval County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Clay County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Nassau County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
Total 2005
2006
2007
2008
2009
2010
Total Crashes
811 70 135 38 41 8 15 1,118 5,552 20%
710 83 114 30 44 3 14 998 5,479 18%
782 83 97 42 43 3 15 1,065 5,575 19%
676 60 83 26 43 4 15 907 5,074 18%
614 57 78 23 29 3 9 813 4,594 18%
634 67 58 15 30 8 7 819 4,197 20%
4,227 420 565 174 230 29 75 5,720 30,471 19%
83 8 10 18 8 2 2 131 635 21%
65 10 19 21 7 3 1 126 657 19%
84 6 15 7 2 0 0 114 601 19%
55 9 9 9 2 3 0 87 517 17%
50 1 7 9 2 2 2 73 538 14%
31 2 2 4 2 0 1 42 267 16%
368 36 62 68 23 10 6 573 3,215 18%
94 1 23 8 6 0 1 133 683 19%
95 3 29 13 6 2 1 149 635 23%
76 5 42 9 8 2 1 143 645 22%
81 8 34 14 2 4 0 143 729 20%
85 5 21 10 8 1 2 132 593 22%
78 9 33 6 1 4 1 132 593 22%
509 31 182 60 31 13 6 832 3,878 21%
22 2 0 6 3 4 0 37 197 19%
15 0 7 14 1 2 1 40 208 19%
23 3 6 8 0 5 1 46 236 19%
23 0 8 9 1 2 0 43 221 19%
21 0 7 8 0 0 1 37 196 19%
25 1 7 5 1 0 1 40 207 19%
129 6 35 50 6 13 4 243 1,265 19%
Aggressive Driving Behavior Duval County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Clay County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes Nassau County Failed to yield right‐of‐way (03) Improper lane change (05) Following too closely (10) Exceeded safe speed limit (12) Improper passing (15) Exceeded stated speed limit (17) Disregarded other traffic control (20) Total Aggressive Driving Behavior Overall Crashes Percentage of Overall Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
1,998 720 646 125 77 17 29 3,612 15,667 23%
1,803 724 534 104 77 19 29 3,290 14,994 22%
1,884 770 448 113 75 14 34 3,338 15,256 22%
1,697 613 348 84 76 9 33 2,860 14,097 20%
1,636 724 325 138 45 14 25 2,907 13,955 21%
1,508 751 361 92 48 16 25 2,801 13,398 21%
10,526 4,302 2,662 656 398 89 175 18,808 87,367 22%
260 94 41 35 11 7 5 453 1,824 25%
246 102 64 30 16 7 5 470 2,045 23%
280 82 67 40 8 1 3 481 2,056 23%
198 79 55 26 13 7 2 380 1,724 22%
202 74 37 37 4 3 5 362 1,832 20%
152 75 14 13 6 0 2 262 1,420 18%
1,338 506 278 181 58 25 22 2408 10,901 22%
245 48 60 12 9 0 2 376 1,539 24%
238 47 93 17 8 4 2 409 1,437 28%
214 56 133 13 12 2 3 433 1,457 30%
207 32 110 17 5 4 0 375 1,500 25%
219 54 117 13 14 2 5 424 1,468 29%
229 48 116 6 3 4 2 408 1,465 28%
1,352 285 629 78 51 16 14 2425 8,866 27%
93 18 21 11 4 4 0 151 546 28%
66 11 28 22 4 2 1 134 540 25%
84 22 44 13 2 6 3 174 617 28%
69 11 51 12 3 2 0 148 588 25%
70 14 42 14 0 0 1 141 516 27%
91 23 52 6 2 0 1 175 556 31%
473 99 238 78 15 14 6 923 3,363 27%
Issue 1 ‐ Aggressive Driving Behavior
Issue 1: Aggressive Driving Behavior Crash Summary State Roads
Local Roads
Total
02
02
02
Aggressive Driving Behavior Duval County Careless driving (02) Duval Overall Crashes Percentage of Overall Crashes St. Johns County Careless driving (02) Overall Crashes Percentage of Overall Crashes Clay County Careless driving (02) Overall Crashes Percentage of Overall Crashes Nassau County Careless driving (02) Overall Crashes Percentage of Overall Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
4,323 10,115 43%
4,021 9,515 42%
4,100 9,681 42%
4,027 9,023 45%
4,257 9,361 45%
4,297 9,201 47%
25,025 56,896 44%
454 1,189 38%
587 1,388 42%
655 1,455 45%
532 1,207 44%
615 1,294 48%
521 1,153 45%
3,364 7,686 44%
415 856 48%
350 802 44%
334 812 41%
338 771 44%
412 875 47%
403 872 46%
2,252 4,988 45%
154 349 44%
137 332 41%
136 381 36%
146 367 40%
123 320 38%
109 349 31%
805 2,098 38%
2005
2006
2007
2008
2009
2010
Total Crashes
345 25 370 10,115 4%
357 33 390 9,515 4%
344 22 366 9,681 4%
355 18 373 9,023 4%
301 14 315 9,361 3%
315 11 326 9,201 4%
2,017 123 2,140 56,896 4%
31 2 33 1,189 3%
50 3 53 1,388 4%
37 0 37 1,455 3%
22 1 23 1,207 2%
29 2 31 1,294 2%
21 2 23 1,153 2%
190 10 200 7,686 3%
39 0 39 856 5%
34 1 35 802 4%
27 2 29 812 4%
32 3 35 771 5%
22 2 24 875 3%
38 0 38 872 4%
192 8 200 4,988 4%
9 2 11 349 3%
7 2 9 332 3%
3 2 5 381 1%
8 0 8 367 2%
7 2 9 320 3%
5 1 6 349 2%
39 9 48 2,098 2%
11, 13 Aggressive Driving Behavior Duval County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior St. Johns Overall Crashes Percentage of Overall Crashes Clay County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Clay Overall Crashes Percentage of Overall Crashes Nassau County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Nassau Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Duval County Careless driving (02) Duval Overall Crashes Percentage of Overall Crashes St. Johns County Careless driving (02) Overall Crashes Percentage of Overall Crashes Clay County Careless driving (02) Overall Crashes Percentage of Overall Crashes Nassau County Careless driving (02) Overall Crashes Percentage of Overall Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
1,980 5,552 36%
2,006 5,479 37%
2,049 5,575 37%
1,886 5,074 37%
1,719 4,594 37%
1,539 4,197 37%
11,179 30,471 37%
244 635 38%
282 657 43%
245 601 41%
213 517 41%
244 538 45%
123 267 46%
1,351 3,215 42%
367 683 54%
284 635 45%
292 645 45%
346 729 47%
290 593 49%
256 593 43%
1,835 3,878 47%
87 197 44%
90 208 43%
81 236 34%
83 221 38%
81 196 41%
81 207 39%
503 1,265 40%
2005
2006
2007
2008
2009
2010
Total Crashes
110 151 261 5,552 5%
143 137 280 5,479 5%
130 145 275 5,575 5%
120 108 228 5,074 4%
92 106 198 4,594 4%
105 89 194 4,197 5%
700 736 1,436 30,471 5%
2 11 13 635 2%
4 12 16 657 2%
3 8 11 601 2%
3 7 10 517 2%
4 7 11 538 2%
3 5 8 267 3%
19 50 69 3,215 2%
4 6 10 683 1%
11 14 25 635 4%
6 7 13 645 2%
5 11 16 729 2%
5 11 16 593 3%
6 5 11 593 2%
37 54 91 3,878 2%
0 4 4 197 2%
3 4 7 208 3%
3 4 7 236 3%
1 4 5 221 2%
1 3 4 196 2%
5 1 6 207 3%
13 20 33 1,265 3%
11, 13 Aggressive Driving Behavior Duval County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior St. Johns Overall Crashes Percentage of Overall Crashes Clay County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Clay Overall Crashes Percentage of Overall Crashes Nassau County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Nassau Overall Crashes Percentage of Overall Crashes
Aggressive Driving Behavior Duval County Careless driving (02) Duval Overall Crashes Percentage of Overall Crashes St. Johns County Careless driving (02) Overall Crashes Percentage of Overall Crashes Clay County Careless driving (02) Overall Crashes Percentage of Overall Crashes Nassau County Careless driving (02) Overall Crashes Percentage of Overall Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
6,303 15,667 40%
6,027 14,994 40%
6,149 15,256 40%
5,913 14,097 42%
5,976 13,955 43%
5,836 13,398 44%
36,204 87,367 41%
698 1,824 38%
869 2,045 42%
900 2,056 44%
745 1,724 43%
859 1,832 47%
644 1,420 45%
4,715 10,901 43%
782 1,539 51%
634 1,437 44%
626 1,457 43%
684 1,500 46%
702 1,468 48%
659 1,465 45%
4,087 8,866 46%
241 546 44%
227 540 42%
217 617 35%
229 588 39%
204 516 40%
190 556 34%
1,308 3,363 39%
2005
2006
2007
2008
2009
2010
Total Crashes
455 176 631 15,667 4%
500 170 670 14,994 4%
474 167 641 15,256 4%
475 126 601 14,097 4%
393 120 513 13,955 4%
420 100 520 13,398 4%
2,717 859 3,576 87,367 4%
33 13 46 1,824 3%
54 15 69 2,045 3%
40 8 48 2,056 2%
25 8 33 1,724 2%
33 9 42 1,832 2%
24 7 31 1,420 2%
209 60 269 10,901 2%
43 6 49 1,539 3%
45 15 60 1,437 4%
33 9 42 1,457 3%
37 14 51 1,500 3%
27 13 40 1,468 3%
44 5 49 1,465 3%
229 62 291 8,866 3%
9 6 15 546 3%
10 6 16 540 3%
6 6 12 617 2%
9 4 13 588 2%
8 5 13 516 3%
10 2 12 556 2%
52 29 81 3,363 2%
11, 13 Aggressive Driving Behavior Duval County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Duval Overall Crashes Percentage of Overall Crashes St. Johns County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior St. Johns Overall Crashes Percentage of Overall Crashes Clay County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Clay Overall Crashes Percentage of Overall Crashes Nassau County Disregarded traffic signal (11) Disregarded stop sign (13) Total Aggressive Driving Behavior Nassau Overall Crashes Percentage of Overall Crashes
Issue 1 ‐ Aggressive Driving Behavior
Issue 2: Intersection Crash Summary State Roads Intersection Crashes At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
Intersection Crashes At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
Year 2005 2006 2007 2008 2009 2010 Total Intersection Crashes
Intersection Crashes Duval County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Nassau Overall Crashes Percentage of Overall Crashes
Local Roads Total Crashes 28,313 3,790 32,103 71,668 45%
2005
2006
2007
2008
2009
2010
5,404 752 6,156 12,509 49%
5,143 439 5,582 12,037 46%
5,286 434 5,720 12,329 46%
4,857 345 5,202 11,368 46%
3,921 938 4,859 11,850 41%
3,702 882 4,584 11,575 40%
PDO
Injury
Fatality
13,075 1,851 14,926 34,635 43%
15,029 1,915 16,944 36,230 47%
209 24 233 803 29%
PDO
Injury
Fatality
2,991 2,531 2,724 2,419 2,182 2,079 14,926
3,113 3,008 2,950 2,756 2,647 2,470 16,944
52 43 46 27 30 35 233
Total Crashes 6,156 5,582 5,720 5,202 4,859 4,584 32,103
2005
2006
2007
2008
2009
2010
Total Crashes
4,339 572 4,911 10,115 49%
4,010 283 4,293 9,515 45%
4,119 291 4,410 9,681 46%
3,885 222 4,107 9,023 46%
2,932 587 3,519 9,361 38%
2,805 523 3,328 9,201 36%
22,090 2,478 24,568 56,896 43%
469 44 513 1,189 43%
579 48 627 1,388 45%
595 73 668 1,455 46%
461 50 511 1,207 42%
484 155 639 1,294 49%
370 152 522 1,153 45%
2,958 522 3,480 7,686 45%
435 116 551 856 64%
416 89 505 802 63%
417 54 471 812 58%
369 50 419 771 54%
388 169 557 875 64%
383 178 561 872 64%
2,408 656 3,064 4,988 61%
161 20 181 349 52%
138 19 157 332 47%
155 16 171 381 45%
142 23 165 367 45%
117 27 144 320 45%
144 29 173 349 50%
857 134 991 2,098 47%
Total Crashes 28,313 3,790 32,103 71,668 45%
Total Total Crashes 12,889 2,702 15,591 38,829 40%
Intersection Crashes
2005
2006
2007
2008
2009
2010
At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
2,506 525 3,031 7,067 43%
2,338 513 2,851 6,979 41%
2,299 491 2,790 7,057 40%
2,050 446 2,496 6,541 38%
1,952 383 2,335 5,921 39%
1,744 344 2,088 5,264 40%
Intersection Crashes
PDO
Injury
Fatality
5,838 1,514 7,352 21,774 34%
6,967 1,179 8,146 16,685 49%
84 9 93 370 25%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Intersection Crashes
1,465 1,359 1,343 1,194 1,054 937 7,352
1,549 1,475 1,431 1,283 1,267 1,141 8,146
17 17 16 19 14 10 93
Total Crashes 3,031 2,851 2,790 2,496 2,335 2,088 15,591
Intersection Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
2,007 412 2,419 5,552 44%
1,901 412 2,313 5,479 42%
1,882 406 2,288 5,575 41%
1,644 360 2,004 5,074 39%
1,556 288 1,844 4,594 40%
1,461 265 1,726 4,197 41%
10,451 2,143 12,594 30,471 41%
187 46 233 635 37%
173 46 219 657 33%
166 32 198 601 33%
141 30 171 517 33%
153 38 191 538 36%
80 16 96 267 36%
900 208 1,108 3,215 34%
252 57 309 683 45%
223 44 267 635 42%
191 41 232 645 36%
221 44 265 729 36%
209 39 248 593 42%
169 42 211 593 36%
1,265 267 1,532 3,878 40%
60 10 70 197 36%
41 11 52 208 25%
60 12 72 236 31%
44 12 56 221 25%
34 18 52 196 27%
34 21 55 207 27%
273 84 357 1,265 28%
At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
Year
Duval County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 12,889 2,702 15,591 38,829 40%
Intersection Crashes At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
Intersection Crashes At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Overall Crashes Percentage of Overall Crashes
Year 2005 2006 2007 2008 2009 2010 Total Intersection Crashes
Intersection Crashes Duval County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County At Intersection (02) Influenced by Intersection (03) Total Intersection Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 41,202 6,492 47,694 110,497 43%
2005
2006
2007
2008
2009
2010
7,910 1,277 9,187 19,576 47%
7,481 952 8,433 19,016 44%
7,585 925 8,510 19,386 44%
6,907 791 7,698 17,909 43%
5,873 1,321 7,194 17,771 40%
5,446 1,226 6,672 16,839 40%
PDO
Injury
Fatality
18,913 3,365 22,278 56,409 39%
21,996 3,094 25,090 52,915 47%
293 33 326 1,173 28%
PDO
Injury
Fatality
4,456 3,890 4,067 3,613 3,236 3,016 22,278
4,662 4,483 4,381 4,039 3,914 3,611 25,090
69 60 62 46 44 45 326
Total Crashes 9,187 8,433 8,510 7,698 7,194 6,672 47,694
2005
2006
2007
2008
2009
2010
Total Crashes
6,346 984 7,330 15,667 47%
5,911 695 6,606 14,994 44%
6,001 697 6,698 15,256 44%
5,529 582 6,111 14,097 43%
4,488 875 5,363 13,955 38%
4,266 788 5,054 13,398 38%
32,541 4,621 37,162 87,367 43%
656 90 746 1,824 41%
752 94 846 2,045 41%
761 105 866 2,056 42%
602 80 682 1,724 40%
637 193 830 1,832 45%
450 168 618 1,420 44%
3,858 730 4,588 10,901 42%
687 173 860 1,539 56%
639 133 772 1,437 54%
608 95 703 1,457 48%
590 94 684 1,500 46%
597 208 805 1,468 55%
552 220 772 1,465 53%
3,673 923 4,596 8,866 52%
221 30 251 546 46%
179 30 209 540 39%
215 28 243 617 39%
186 35 221 588 38%
151 45 196 516 38%
178 50 228 556 41%
1,130 218 1,348 3,363 40%
Total Crashes 41,202 6,492 47,694 110,497 43%
Issue 2 ‐ Intersection Crashes
Issue 3: Vulnerable Road User Crash Summary State Roads
Local Roads
Vulnerable Road User Crashes
2005
2006
2007
2008
2009
2010
211 113 1 5 330 12,509 3%
198 126 4 3 331 12,037 3%
222 122 1 4 349 12,329 3%
159 104 5 2 270 11,368 2%
196 114 5 2 317 11,850 3%
156 93 6 3 258 11,575 2%
PDO
Injury
Fatality
100 69 2 5 176 34,635 1%
901 588 20 13 1,522 36,230 4%
141 15 0 1 157 803 20%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Vulnerable Road User Crashes
37 19 34 23 37 26 176
266 285 280 232 250 209 1,522
27 27 35 15 30 23 157
Number of Pedestrians Involved
PDO
Injury
Fatality
One Pedestrian Two Pedestrians Three Pedestrians Four Pedestrians Five Pedestrians Total Percentage of Total Crashes
95 5 0 0 0 100 9%
864 31 4 1 1 901 79%
135 5 1 0 0 141 12%
Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
Vulnerable Road User Crashes Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
Year
Total Crashes 1,142 672 22 19 1,855 71,668 3%
Total Crashes 330 331 349 270 317 258 1,855
Total Crashes 1,094 41 5 1 1 1,142 100%
Total Crashes 1,142 672 22 19 1,855 71,668 3%
Total
Vulnerable Road User Crashes
2005
2006
2007
2008
2009
2010
Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
191 95 3 3 292 7,067 4%
206 86 5 5 302 6,979 4%
197 96 5 1 299 7,057 4%
165 88 2 3 258 6,541 4%
169 73 6 4 252 5,921 4%
152 81 2 2 237 5,264 5%
Vulnerable Road User Crashes
PDO
Injury
Fatality
89 69 0 3 161 21,774 1%
936 440 23 14 1,413 16,685 8%
55 10 0 1 66 370 18%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Vulnerable Road User Crashes
35 25 32 27 24 18 161
239 265 253 227 222 207 1,413
18 12 14 4 6 12 66
Number of Pedestrians Involved
PDO
Injury
Fatality
One Pedestrian Two Pedestrians Three Pedestrians Four Pedestrians Five Pedestrians Total Percentage of Total Crashes
88 1 0 0 0 89 8%
909 23 2 2 0 936 87%
51 4 0 0 0 55 5%
Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
Year
Total Crashes 1,080 519 23 18 1,640 38,829 4%
Total Crashes 292 302 299 258 252 237 1,640
Total Crashes 1,048 28 2 2 0 1,080 100%
Total Crashes 1,080 519 23 18 1,640 38,829 4%
Vulnerable Road User Crashes
2005
2006
2007
2008
2009
2010
402 208 4 8 622 19,576 3%
404 212 9 8 633 19,016 3%
419 218 6 5 648 19,386 3%
324 192 7 5 528 17,909 3%
365 187 11 6 569 17,771 3%
308 174 8 5 495 16,839 3%
PDO
Injury
Fatality
189 138 2 8 337 56,409 1%
1837 1028 43 27 2,935 52,915 6%
196 25 0 2 223 1,173 19%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Vulnerable Road User Crashes
72 44 66 50 61 44 337
505 550 533 459 472 416 2,935
45 39 49 19 36 35 223
Number of Pedestrians Involved
PDO
Injury
Fatality
One Pedestrian Two Pedestrians Three Pedestrians Four Pedestrians Five Pedestrians Total Percentage of Total Crashes
183 6 0 0 0 189 9%
1,773 54 6 3 1 1,837 83%
186 9 1 0 0 196 9%
Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
Vulnerable Road User Crashes Collision with Pedestrian (10) Collision with Bicycle (11) Collision with Bicycle in Bike Lane (12) Collision with Moped (13) Total Vulnerable Road User Crashes Overall Crashes Percentage of Overall Crashes
Year
Total Crashes 2,222 1,191 45 37 3,495 110,497 3%
Total Crashes 2,222 1,191 45 37 3,495 110,497 3%
Total Crashes 622 633 648 528 569 495 3,495
Total Crashes 2,142 69 7 3 1 2,222 100%
Issue 3 ‐ Vulnerable Road Users
Issue 4: Lane Departure Crash Summary State Roads
Local Roads
Lane Departure Crashes Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
Lane Departure Crashes Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
Year 2005 2006 2007 2008 2009 2010 Total Lane Departure Crashes
Lane Departure Crashes Duval County Total Lane Departure Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Lane Departure Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Lane Departure Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Lane Departure Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 28,228 71,668 39%
2005
2006
2007
2008
2009
2010
5,004 12,509 40%
4,696 12,037 39%
4,859 12,329 39%
4,415 11,368 39%
4,656 11,850 39%
4,598 11,575 40%
PDO
Injury
Fatality
14,538 34,635 42%
13,347 36,230 37%
343 803 43%
PDO
Injury
Fatality
2,535 2,361 2,527 2,219 2,412 2,484 14,538
2,385 2,256 2,249 2,165 2,210 2,082 13,347
84 79 83 31 34 32 343
Total Crashes 5,004 4,696 4,859 4,415 4,656 4,598 28,228
2005
2006
2007
2008
2009
2010
Total Crashes
4,045 10,115 40%
3,695 9,515 39%
3,790 9,681 39%
3,517 9,023 39%
3,722 9,361 40%
3,669 9,201 40%
22,438 56,896 39%
511 1,189 43%
576 1,388 41%
642 1,455 44%
490 1,207 41%
534 1,294 41%
506 1,153 44%
3,259 7,686 42%
288 856 34%
267 802 33%
266 812 33%
252 771 33%
265 875 30%
286 872 33%
1,624 4,988 33%
160 349 46%
158 332 48%
161 381 42%
156 367 43%
135 320 42%
137 349 39%
907 2,098 43%
Total Crashes 28,228 71,668 39%
Total Total Crashes 20,210 38,829 52%
Lane Departure Crashes
2005
2006
2007
2008
2009
2010
Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
3,664 7,067 52%
3,613 6,979 52%
3,722 7,057 53%
3,517 6,541 54%
3,031 5,921 51%
2,663 5,264 51%
Lane Departure Crashes
PDO
Injury
Fatality
11,983 21,774 55%
8,011 16,685 48%
216 370 58%
PDO
Injury
Fatality
2,173 2,114 2,202 2,101 1,783 1,610 11,983
1,450 1,465 1,467 1,380 1,218 1,031 8,011
41 34 53 36 30 22 216
Total Crashes 3,664 3,613 3,722 3,517 3,031 2,663 20,210
2005
2006
2007
2008
2009
2010
Total Crashes
2,845 5,552 51%
2,806 5,479 51%
2,904 5,575 52%
2,727 5,074 54%
2,350 4,594 51%
2,114 4,197 50%
15,746 30,471 52%
346 635 54%
340 657 52%
331 601 55%
283 517 55%
264 538 49%
133 267 50%
1,697 3,215 53%
348 683 51%
333 635 52%
334 645 52%
373 729 51%
301 593 51%
291 593 49%
1,980 3,878 51%
125 197 63%
134 208 64%
153 236 65%
134 221 61%
116 196 59%
125 207 60%
787 1,265 62%
Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
Year 2005 2006 2007 2008 2009 2010 Total Lane Departure Crashes
Lane Departure Crashes Duval County Total Lane Departure Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Lane Departure Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Lane Departure Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Lane Departure Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 20,210 38,829 52%
Lane Departure Crashes Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
Lane Departure Crashes Total Lane Departure Crashes Overall Crashes Percentage of Overall Crashes
Year 2005 2006 2007 2008 2009 2010 Total Lane Departure Crashes
Lane Departure Crashes Duval County Total Lane Departure Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Lane Departure Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Lane Departure Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Lane Departure Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 48,438 110,497 44%
2005
2006
2007
2008
2009
2010
8,668 19,576 44%
8,309 19,016 44%
8,581 19,386 44%
7,932 17,909 44%
7,687 17,771 43%
7,261 16,839 43%
PDO
Injury
Fatality
26,521 56,409 47%
21,358 52,915 40%
559 1,173 48%
PDO
Injury
Fatality
4,708 4,475 4,729 4,320 4,195 4,094 26,521
3,835 3,721 3,716 3,545 3,428 3,113 21,358
125 113 136 67 64 54 559
Total Crashes 8,668 8,309 8,581 7,932 7,687 7,261 48,438
2005
2006
2007
2008
2009
2010
Total Crashes
6,890 15,667 44%
6,501 14,994 43%
6,694 15,256 44%
6,244 14,097 44%
6,072 13,955 44%
5,783 13,398 43%
38,184 87,367 44%
857 1,824 47%
916 2,045 45%
973 2,056 47%
773 1,724 45%
798 1,832 44%
639 1,420 45%
4,956 10,901 45%
636 1,539 41%
600 1,437 42%
600 1,457 41%
625 1,500 42%
566 1,468 39%
577 1,465 39%
3,604 8,866 41%
285 546 52%
292 540 54%
314 617 51%
290 588 49%
251 516 49%
262 556 47%
1,694 3,363 50%
Total Crashes 48,438 110,497 44%
Issue 4 ‐ Lane Departure Crashes
Issue 5: Impaired Driving Crash Summary State Roads
Local Roads
Impaired Driving Crashes
Total Crashes 4,914 293 371 5,578 71,668 8%
2005
2006
2007
2008
2009
2010
905 46 69 1,020 12,509 8%
819 50 68 937 12,037 8%
861 51 70 982 12,329 8%
847 49 62 958 11,368 8%
807 52 52 911 11,850 8%
675 45 50 770 11,575 7%
PDO
Injury
Fatality
2,327 134 157 2,618 34,635 8%
2,336 106 141 2,583 36,230 7%
251 53 73 377 803 47%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Impaired Driving Crashes
490 418 442 467 427 374 2,618
461 457 450 434 428 353 2,583
69 62 90 57 56 43 377
Total Crashes 1,020 937 982 958 911 770 5,578
Impaired Driving Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
656 40 54 750 10,115 7%
603 40 53 696 9,515 7%
614 38 55 707 9,681 7%
626 37 50 713 9,023 8%
560 37 37 634 9,361 7%
522 37 39 598 9,201 6%
3,581 229 288 4098 56,896 7%
137 3 7 147 1,189 12%
128 5 7 140 1,388 10%
146 8 8 162 1,455 11%
120 4 7 131 1,207 11%
145 8 8 161 1,294 12%
92 3 5 100 1,153 9%
768 31 42 841 7,686 11%
74 3 4 81 856 9%
64 2 5 71 802 9%
59 4 6 69 812 8%
61 5 3 69 771 9%
64 5 2 71 875 8%
45 3 5 53 872 6%
367 22 25 414 4,988 8%
38 0 4 42 349 12%
24 3 3 30 332 9%
42 1 1 44 381 12%
40 3 2 45 367 12%
38 2 5 45 320 14%
16 2 1 19 349 5%
198 11 16 225 2,098 11%
Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
Impaired Driving Crashes Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
Year
Duval County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 4,914 293 371 5,578 71,668 8%
Total Total Crashes 3,597 197 248 4,042 38,829 10%
Impaired Driving Crashes
2005
2006
2007
2008
2009
2010
Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
582 35 42 659 7,067 9%
626 46 45 717 6,979 10%
687 38 41 766 7,057 11%
677 31 49 757 6,541 12%
563 16 35 614 5,921 10%
462 31 36 529 5,264 10%
Impaired Driving Crashes
PDO
Injury
Fatality
1,929 92 133 2,154 21,774 10%
1,544 79 77 1,700 16,685 10%
124 26 38 188 370 51%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Impaired Driving Crashes
341 351 394 417 339 312 2,154
280 338 325 311 253 193 1,700
38 28 47 29 22 24 188
Total Crashes 659 717 766 757 614 529 4,042
Impaired Driving Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
370 27 31 428 5,552 8%
408 36 31 475 5,479 9%
485 28 26 539 5,575 10%
449 18 32 499 5,074 10%
379 12 25 416 4,594 9%
327 23 31 381 4,197 9%
2,418 144 176 2738 30,471 9%
84 3 6 93 635 15%
91 5 7 103 657 16%
82 5 7 94 601 16%
75 5 3 83 517 16%
86 3 89 538 17%
37 4 2 43 267 16%
455 22 28 505 3,215 16%
86 3 3 92 683 13%
85 1 4 90 635 14%
77 4 5 86 645 13%
113 6 12 131 729 18%
72 1 5 78 593 13%
67 3 2 72 593 12%
500 18 31 549 3,878 14%
42 2 2 46 197 23%
42 4 3 49 208 24%
43 1 3 47 236 20%
40 2 2 44 221 20%
26 3 2 31 196 16%
31 1 1 33 207 16%
224 13 13 250 1,265 20%
Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
Year
Duval County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 3,597 197 248 4,042 38,829 10%
Impaired Driving Crashes
Total Crashes 8,511 490 619 9,620 110,497 9%
2005
2006
2007
2008
2009
2010
1,487 81 111 1,679 19,576 9%
1,445 96 113 1,654 19,016 9%
1,548 89 111 1,748 19,386 9%
1,524 80 111 1,715 17,909 10%
1,370 68 87 1,525 17,771 9%
1,137 76 86 1,299 16,839 8%
PDO
Injury
Fatality
4,256 226 290 4,772 56,409 8%
3,880 185 218 4,283 52,915 8%
375 79 111 565 1,173 48%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Impaired Driving Crashes
831 769 836 884 766 686 4,772
741 795 775 745 681 546 4,283
107 90 137 86 78 67 565
Total Crashes 1,679 1,654 1,748 1,715 1,525 1,299 9,620
Impaired Driving Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
1,026 67 85 1178 15,667 8%
1,011 76 84 1171 14,994 8%
1,099 66 81 1246 15,256 8%
1,075 55 82 1212 14,097 9%
939 49 62 1050 13,955 8%
849 60 70 979 13,398 7%
5,999 373 464 6836 87,367 8%
221 6 13 240 1,824 13%
219 10 14 243 2,045 12%
228 13 15 256 2,056 12%
195 9 10 214 1,724 12%
231 8 11 250 1,832 14%
129 7 7 143 1,420 10%
1,223 53 70 1346 10,901 12%
160 6 7 173 1,539 11%
149 3 9 161 1,437 11%
136 8 11 155 1,457 11%
174 11 15 200 1,500 13%
136 6 7 149 1,468 10%
112 6 7 125 1,465 9%
867 40 56 963 8,866 11%
80 2 6 88 546 16%
66 7 6 79 540 15%
85 2 4 91 617 15%
80 5 4 89 588 15%
64 5 7 76 516 15%
47 3 2 52 556 9%
422 24 29 475 3,363 14%
Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
Impaired Driving Crashes Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total Impaired Driving Crashes Overall Crashes Percentage of Overall Crashes
Year
Duval County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Alcohol Involved Drugs Involved Alcohol and Drugs Involved Total of Impaired Driving Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 8,511 490 619 9,620 110,497 9%
Issue 5 ‐ Impaired Driving Crashes
Issue 6: Young Driver (15‐20 years) Crash Summary State Roads
Local Roads
Young Drivers Crashes
Total Crashes 8,747 71,668 12%
2005
2006
2007
2008
2009
2010
1,592 12,509 13%
1,489 12,037 12%
1,549 12,329 13%
1,371 11,368 12%
1,450 11,850 12%
1,296 11,575 11%
PDO
Injury
Fatality
3,189 34,635 9%
5,473 36,230 15%
85 803 11%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Young Drivers Crashes (15 to 20 years)
530 511 590 480 555 523 3,189
1,040 961 947 880 882 763 5,473
22 17 12 11 13 10 85
Total Crashes 1,592 1,489 1,549 1,371 1,450 1,296 8,747
Young Drivers Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
1,238 10,115 12%
1,124 9,515 12%
1,136 9,681 12%
1,020 9,023 11%
1,076 9,361 11%
977 9,201 11%
6,571 56,896 12%
166 1,189 14%
189 1,388 14%
216 1,455 15%
170 1,207 14%
200 1,294 15%
151 1,153 13%
1,092 7,686 14%
138 856 16%
132 802 16%
149 812 18%
133 771 17%
134 875 15%
129 872 15%
815 4,988 16%
50 349 14%
44 332 13%
48 381 13%
48 367 13%
40 320 13%
39 349 11%
269 2,098 13%
Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
Young Drivers Crashes Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
Year
Duval County Total Young Driver Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Young Driver Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Young Driver Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Young Driver Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 8,747 71,668 12%
Total Total Crashes 5,817 38,829 15%
Young Drivers Crashes
2005
2006
2007
2008
2009
2010
Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
1,145 7,067 16%
1,111 6,979 16%
1,101 7,057 16%
936 6,541 14%
822 5,921 14%
702 5,264 13%
Young Drivers Crashes
PDO
Injury
Fatality
2,424 21,774 11%
3,337 16,685 20%
56 370 15%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Young Drivers Crashes (15 to 20 years)
489 443 457 385 373 277 2,424
642 659 630 545 443 418 3,337
14 9 14 6 6 7 56
Total Crashes 1,145 1,111 1,101 936 822 702 5,817
Young Drivers Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
825 5,552 15%
786 5,479 14%
807 5,575 14%
662 5,074 13%
592 4,594 13%
517 4,197 12%
4,189 30,471 14%
131 635 21%
129 657 20%
98 601 16%
105 517 20%
92 538 17%
49 267 18%
604 3,215 19%
153 683 22%
146 635 23%
152 645 24%
132 729 18%
113 593 19%
109 593 18%
805 3,878 21%
36 197 18%
50 208 24%
44 236 19%
37 221 17%
25 196 13%
27 207 13%
219 1,265 17%
Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
Year
Duval County Total Young Driver Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Young Driver Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Young Driver Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Young Driver Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 5,817 38,829 15%
Young Drivers Crashes
Total Crashes 14,564 110,497 13%
2005
2006
2007
2008
2009
2010
2,737 19,576 14%
2,600 19,016 14%
2,650 19,386 14%
2,307 17,909 13%
2,272 17,771 13%
1,998 16,839 12%
PDO
Injury
Fatality
5,613 56,409 10%
8,810 52,915 17%
141 1,173 12%
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Young Drivers Crashes (15 to 20 years)
1,019 954 1,047 865 928 800 5,613
1,682 1,620 1,577 1,425 1,325 1,181 8,810
36 26 26 17 19 17 141
Total Crashes 2,737 2,600 2,650 2,307 2,272 1,998 14,564
Young Drivers Crashes
2005
2006
2007
2008
2009
2010
Total Crashes
2,063 15,667 13%
1,910 14,994 13%
1,943 15,256 13%
1,682 14,097 12%
1,668 13,955 12%
1,494 13,398 11%
10,760 87,367 12%
297 1,824 16%
318 2,045 16%
314 2,056 15%
275 1,724 16%
292 1,832 16%
200 1,420 14%
1,696 10,901 16%
291 1,539 19%
278 1,437 19%
301 1,457 21%
265 1,500 18%
247 1,468 17%
238 1,465 16%
1,620 8,866 18%
86 546 16%
94 540 17%
92 617 15%
85 588 14%
65 516 13%
66 556 12%
488 3,363 15%
Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
Young Drivers Crashes Total Young Drivers Crashes (15 to 20 years) Overall Crashes Percentage of Overall Crashes
Year
Duval County Total Young Driver Crashes Duval Overall Crashes Percentage of Overall Crashes St. Johns County Total Young Driver Crashes St. Johns Overall Crashes Percentage of Overall Crashes Clay County Total Young Driver Crashes Clay Overall Crashes Percentage of Overall Crashes Nassau County Total Young Driver Crashes Nassau Overall Crashes Percentage of Overall Crashes
Total Crashes 14,564 110,497 13%
Issue 6 ‐ Young Driver Crashes
Issue 7: Elder Driver (65 and older) Crash Summary State Roads Elder Drivers (65 and older) Crashes
Local Roads Total Crashes 4,390 71,668 6%
2005
2006
2007
2008
2009
2010
750 12,509 6%
656 12,037 5%
732 12,329 6%
723 11,368 6%
749 11,850 6%
780 11,575 7%
PDO
Injury
Fatality
1,677 34,635 5%
2,622 36,230 7%
91 803 11%
Elder Drivers (65 and older) Crashes
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Elder Drivers (65 or older) Crashes
282 239 274 298 269 315 1,677
449 410 443 408 463 449 2,622
19 7 15 17 17 16 91
Total Crashes 750 656 732 723 749 780 4,390
Elder Drivers (65 and older)
2005
2006
2007
2008
2009
2010
Total Crashes
Total Elder Driver Crashes Duval Overall Crashes Percentage of Total Crashes St. Johns County
541 10,115 5%
464 9,515 5%
510 9,681 5%
530 9,023 6%
542 9,361 6%
543 9,201 6%
3,130 56,896 6%
Total Elder Driver Crashes St. Johns Overall Crashes Percentage of Total Crashes Clay County
116 1,189 10%
106 1,388 8%
121 1,455 8%
116 1,207 10%
116 1,294 9%
112 1,153 10%
Total Elder Driver Crashes Clay Overall Crashes Percentage of Total Crashes Nassau County
68 856 8%
62 802 8%
72 812 9%
48 771 6%
62 875 7%
Total Elder Driver Crashes Nassau Overall Crashes Percentage of Total Crashes
25 349 7%
24 332 7%
29 381 8%
29 367 8%
29 320 9%
Total Elder Drivers (65 or older) Crashes Overall Crashes Percentage of Overall Crashes
Elder Drivers (65 and older) Crashes Total Crashes Overall Crashes Percentage of Overall Crashes
Total Total Crashes 1,945 38,829 5%
Elder Drivers (65 and older) Crashes
2005
2006
2007
2008
2009
2010
Total Elder Drivers (65 or older) Crashes Overall Crashes Percentage of Overall Crashes
336 7,067 5%
330 6,979 5%
353 7,057 5%
298 6,541 5%
320 5,921 5%
308 5,264 6%
Elder Drivers (65 and older) Crashes
PDO
Injury
Fatality
761 21,774 3%
1,145 16,685 7%
39 370 11%
Elder Drivers (65 and older) Crashes
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Elder Drivers (65 or older) Crashes
126 131 136 133 103 132 761
207 194 206 158 210 170 1,145
3 5 11 7 7 6 39
Total Crashes 336 330 353 298 320 308 1,945
Elder Drivers (65 and older)
2005
2006
2007
2008
2009
2010
Total Crashes
Total Elder Driver Crashes Duval Overall Crashes Percentage of Total Crashes St. Johns County
256 5,552 5%
246 5,479 4%
262 5,575 5%
226 5,074 4%
235 4,594 5%
239 4,197 6%
1,464 30,471 5%
687 7,686 9%
Total Elder Driver Crashes St. Johns Overall Crashes Percentage of Total Crashes Clay County
35 635 6%
33 657 5%
41 601 7%
39 517 8%
38 538 7%
23 267 9%
86 872 10%
398 4,988 8%
Total Elder Driver Crashes Clay Overall Crashes Percentage of Total Crashes Nassau County
32 683 5%
37 635 6%
31 645 5%
27 729 4%
38 593 6%
39 349 11%
175 2,098 8%
Total Elder Driver Crashes Nassau Overall Crashes Percentage of Total Crashes
13 197 7%
14 208 7%
19 236 8%
6 221 3%
9 196 5%
Total Crashes 4,390 71,668 6%
Total Crashes Overall Crashes Percentage of Overall Crashes
Duval County
Total Crashes 6,335 110,497 6%
2005
2006
2007
2008
2009
2010
1,086 19,576 6%
986 19,016 5%
1,085 19,386 6%
1,021 17,909 6%
1,069 17,771 6%
1,088 16,839 6%
PDO
Injury
Fatality
2,438 56,409 4%
3,767 52,915 7%
130 1,173 11%
Elder Drivers (65 and older) Crashes
PDO
Injury
Fatality
2005 2006 2007 2008 2009 2010 Total Elder Drivers (65 or older) Crashes
408 370 410 431 372 447 2,438
656 604 649 566 673 619 3,767
22 12 26 24 24 22 130
Total Crashes 1,086 986 1,085 1,021 1,069 1,088 6,335
Elder Drivers (65 and older)
2005
2006
2007
2008
2009
2010
Total Crashes
Total Elder Driver Crashes Duval Overall Crashes Percentage of Total Crashes St. Johns County
797 15,667 5%
710 14,994 5%
772 15,256 5%
756 14,097 5%
777 13,955 6%
782 13,398 6%
4,594 87,367 5%
209 3,215 7%
Total Elder Driver Crashes St. Johns Overall Crashes Percentage of Total Crashes Clay County
151 1,824 8%
139 2,045 7%
162 2,056 8%
155 1,724 9%
154 1,832 8%
135 1,420 10%
896 10,901 8%
32 593 5%
197 3,878 5%
Total Elder Driver Crashes Clay Overall Crashes Percentage of Total Crashes Nassau County
100 1,539 6%
99 1,437 7%
103 1,457 7%
75 1,500 5%
100 1,468 7%
118 1,465 8%
595 8,866 7%
14 207 7%
75 1,265 6%
Total Elder Driver Crashes Nassau Overall Crashes Percentage of Total Crashes
38 546 7%
38 540 7%
48 617 8%
35 588 6%
38 516 7%
53 556 10%
250 3,363 7%
Total Crashes 1,945 38,829 5%
Elder Drivers (65 and older) Crashes Total Elder Drivers (65 or older) Crashes Overall Crashes Percentage of Overall Crashes
Elder Drivers (65 and older) Crashes Total Crashes Overall Crashes Percentage of Overall Crashes
Total Crashes 6,335 110,497 6%
Duval County
Duval County
Issue 7 ‐ Elderly Driver Crashes
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Appendix B Crash Severity Maps for Issues
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LEGEND
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± 4 Miles
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Issue 1(A) - Aggressive Driving Crashes (State Highway Safety Plan Crash Types) Crash Severity (Year 2005 - 2010)
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Figure B-1
? Fatal Crash ! . ! . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . . ! .! .! .! ! . ! . . .! ! .! Injury Crash . .! ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! .! ! . . ! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! Property Damage Crash . ! ! . ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . .! ! . ! . ! . ! . ! . ! . ! . ? ! . ! . ! . . ! . ! . ! ? ! . ! . ! . ! . ! . ! .! . ! North Florida TPO Boundary . . ! . ! . ! . ! .! .! ! .! ! . ! . ! . .! . . ! . ! .! ! . . ! . ! .! ! . . ! . .! .! ! . .! ! . .! ! . ? .! ! . . ! .! .! ! . ! .! .! ! ! . ? ! . . ! . ! . . ! . ! ! .! ! .! ! . ! .! .! . . ! . ! .! . ! .! ! .! ! . ! . ! . ! . ! ! . . ! . ! . ! . ! ! . .! ! . ! . ! . ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! ! . . ! . ! . . ! ! . ! Major Roads ?! ! . . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . ! . ! .! . . ! ? . ! . ! . ! . ! ! Water Bodies . ! . ! .! ! . ! . ! . ! . ! . . ! ? ! ! .. ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! .! . ! . . ! . ! ! .! ! . ! ! . ! . ! . ! .! ! . . . ! . ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! ! . . ! . ! . ! ! . ! .! ! . .! ! . ! . . ! . ! . ! 95 ? ! . . ! ? ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! ! ? ! . ! . ! .! . . ! . ! .?! ! . ! . ! . ! . ! . . ! . ! .! ! . ! ! . ? ! . ! . . ! ! . . ! ! . . ! . ! .! ! .! ! .! ! . . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! ! . .! ! . ! . ! .! ?! ! . . ! . ! .! .! ! .! ! . ! . .! ! ? ! . ! . .! ! . ! . ! ? ! . .! . ! . . ! . ! . . . .! . ! .! ! .! . . ! . ! . ! .! ! . ! . ! .! ! . ! .! ! . ! . ? ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! ! .! .! ! .! ! .! .! ! ? . ! . . ! .! . .! ! . .! . ! .! ! . ! ..! ?! . ! . . ! . ! .! ! . ! .! ! . ! . ! . ! . ! . ! . ! . . ! . . ! . ! . ! . ! ! . ! ! .! . . ! . ! . ! . ! . ! .! . ! .! ! . ! .! .! . . ! . ! . ! . . ! . ! .! ! .! . . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! .! ..! ! . ! . ! . . ! . . ! . ! .. .! ! . ! ? ! . ! . ! . ! . ! .! .! . ! .! ! ? ! .! ! . . ! . ! ? ! . .! ! .! ! . . ! . ! . ! .! ! . ! .! ! . ! . ! . .! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! ! .! ! . ! .! ! . ! .! . . ! . ! .! ! . ! . . .! ! . ! . ! . ! . . . ! ! . ! . ! .! ! .! ? .! ! .! . . ! ! . ! ! .! . .! ! . . ! . ! . .! ! .! .! ! .! . . ! . ! . ! .! ! . . ! .! .! .! .! .! .! . ! . ? ! . . ! .! ! . ! . ! . ! . ? . . .! ! .! ! .! . .! ! . ! ! . ! . ! .! ! . ! . ! .! ! . ! . ! . . . ! . ! . ! . ! .! ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . . ! ? ! . ! . ! . ! ? ! . ! .! ! .! . ! . ! ! .! .! .! .! ! . ! .! ! .! .! ! . . ! . .! . . ! . ! . .! . ! . ? ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! .! ! ? . . ! 295 . ! . ! . ! ?! ! .! . . ! . ! . ! .! ! . .! . ! . ! .! ! . ! . ! .! ! .! .! . ! . ! .! .! . ! . . ! . ! . ! . ! . ! . ! . .! ! . . ! . ! . ! . ! . ! . ! ! .! ! .! ! .. ! .! ! . ! ..! ! .! ! .! . ! . ! . . ! . ! . ! . ! . ! ! .. ! . . .! ! . ! .! ! .! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . .! ! . ! . ! .! ! . ! . ! . ! . ! . ! .! . . ! ? ! . ! . . ! . ! . . ! . ! . . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! .! ! .! ! . .! ! . ? ! .! ! . ! .! ! .! .! ! . . ! . ! ! . ! . .! ! . .! ! . ! .! ! . ? ! . ! ..! . ! . . ! . .! ! . ! . ! . ! . ! . . ! . ! . ! . ! .! . . . ! . ! . ! .! ! . ! . ! .! ! . ! . ! . ! ! . ! . ! .! ! . ! . .! ! . ! .. ! . .! ! . ! . . ! . ! .! . ! .! . ! .! . .! ? ! . ! .! ! . ! . ! .! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . . ! . . ! ? ! . . ! .! ! . ! . ! . .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! . ? . ! .! ! . ! . ! . . . ! ! . .! ! . . . ! ! .! ! .! . . ! .! ! . ! . ! . ! .! . .! .! ! .! . ! . ! .! ! . ! . ! .! ! . ! . .! . ! . ! . .! ! .! . ! . ! ! .! ! . ! . ! . ! . ! . ! .. ! . ! .! . ! .! ! .? 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! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! ? ! .! ! . ! . . ! . ! . ! . ! .! ! . ! . ! . ! ! . ! . ! . ! . . . ! . ! ! .! ! . ! . ! . ! . ! . .! . ! . ! . ! .! . . ! .! ! . . ! .! ! .! .! ! . ! .! ! . . ! . ! . ! . ? ! . ! . .! . ! . ! . . ! ! .! ! . ! . ! . ! . ! .! ! .! ! . ! . ! .! .! ! . . ! . ! . ! ! . ! ? ! . ! .! ! . ! . ! . ! . . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! .! .! . . ! . ! . ! . ! . ! . ! . . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! ? . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . !! .! ! .! ! . . ! .! ! .! ! .! . ! .! ! .! ! . . .! ! . . ! . ! . ! . .! . ! . ! .! . ! . ! . ! .! ! ! . ! . ! .! . . .! ! . .! ! .! ! .! ! . ! . . .! ! ? 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! . ! . ! . ! . ! . . ! .! .! ! . ! . . ! . ! .! ! . ! . ! ? ! .! . ! . ! . ! . ! . ! . . ! . ! . ! . ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! ? ! . . ! .! ! . ! ! . . .! ! . ! . ! . ! . . ! .! ! . ! ! . . ! . . ! . ! . ! . ! . ! . ! ? ! .! ! ? ! . . ! . ! .! ! ? ! . ! . ! . . ! . ! . ? ! . ! .. ! . ! .! ! .! . ! . ! . . ! . ! ! ? ! ! . . ! ? ! . . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . . ! . ! ? ! .! . ! ? ! . . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! .! . ! ! . ! . . ! .! .! ! . ! . ! . . ! ? . ! . ! . ! . ! ?! ! .. ! ? ! . ! . ! . ! . ! . ! . ! . . ? ! ! ! . ! ! . ! ? .! . ! . ! .! ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . .! ! . .! . . ! . ! . .! .! .! .! ! . . ! . ! . ! .! ! . . ! . ! ? ! . . .! ! . ! .! ! .! ! . ! .! .! . . ! .! ! . ! . ! . ! . ! . . ! . ! . ! . ! .! ! . ! . ! .! ! . ! . ! . ! ? ! . ! . ! . ! . ! . .! .! ! .! ! . ! . ! . ! ! . ? . ! .! . ! . ! . ! .? ! . ! . ! . ! .! . ! . ! .! ! . ! . ! . ! . . ! .! . ! .! ! . . ! . ! .! ! .! . ! . ! . ! . . ! . ! . ! . ! .! ! .! ! . ! . ! . . .! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! ? ! .! ! ! . ! . ! . ! . ! . ! . . ! . . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! .! ! .! ! .! ! .! ! . ! . . . ! . . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! .! . ! .! ! . ! . ! . . ! . ! . . ! . ! ! .! ! . ! . .! ! . ! . ! ? ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! . ! . ! . ! ! . ! ! . ! . ! . . . ! . ! . . ! .! ! . ! . ! . . . ! . ! . ! . ! ! . ! . ! . ! . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . .. ! . ! . .! ! . ! . ! ! . ! .! ! ? ! . !! . ? . ! ! . ! . ! . . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .. . ! . ! . ! ! . . ! .! . . ! ! .! ! ?! ! . ! .! .! .! . . ! . . ! . ! .! ! . ! .! ! . .! .! . .! . ! . ! . ! .! ! . ! .! ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? 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Issue 1(B) - Aggressive Driving Crashes (Careless Driving Crash Type) Crash Severity (Year 2005 - 2010)
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Figure B-2
! . . ! . ! ? ! . .! . .! ! . ! .! .! ! .! . . ! ! . ! . ! . ! . ! . ! .! ! . ! . .! ! .! ! .! . ! . .! . ! ? ! . ? ! . ! . ! . ! . ! . ! . ! ? ! . ! 95 . ! ! . . ! ! .! . LEGEND . .! ! .! . .! ! .! ?! ! . ! .! ! . ! . ! . ! . . ! . ? . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . .! ! . ! . ! ! . ! . ! .! ! . . ! . ! . ! . ? Fatal Crash ! . ! .! ! . ! . ! ! . .! ! . ! . ! . ! . . ! . ! .! ! . ! . .! ! . ! ! .! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . . ! ?.! ! . ! Injury Crash . ! . .! ! . ! . . ! .! ! . ! . ! . ! . ! ! . ! . ! .! .! ! . ! .! ! ? . ! . ! . ! . .! ! . . ! . ! . . ! .! .! ! . ! ! . ! . ! . . ! .! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! .. ! .! ! . ! .! ! . ! . ! Property Damage Crash . ! . ! . ! . ! . ! . .! ?! . . ! ! . ! .! ! . ! .! . . ! . ! .! ! .! .! . . ! . ! . ! .! ! . ! . ! . ! . .! ! .! ! .! ! .! . ! . ! . . . .! . ! . ! ! .! ! . ! ? ! . . ! .! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . .! ! . ! ?! ! .! . .! . . ! ?! ! .! ! . .! . ! North Florida TPO Boundary . . ! . . ! .! ! . ! .! . ! . ! . ! . ! .! ! ..! ! .! ? ! .! ! . ..! . ! ?! ! .! .! .! ! . ! . ! . ! ! . . . ! . ! .! ! . ! .? .! . ! . ! .. ! . .! ! . ! !. ! . ! . ! . . . .! ! . .! .! ! ? . ! .! ! . ! ! . ! . . . ! ! .! .! ! . .! ! . .! ! . ! . ! . ! . ! .! . ! . ! . ! .! ! ? ! . ! .! ! . ! . .! . . ! ! .! ! . ! . . ! ! . ! . ! . ! . ! . ! . ! ? . ! . ! ! . ! . ! 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! .! .! . ! .. ! . ! . . ! . ? ! !! .. ! . ! . ! . ! . ! .! ! . ? ! . ! .! . ! . ! . ! . ! . . ! . ! ! .! . ! .! ! .! . ! . ! .! .! ! ? ! . ! .! ! . ! ? ! .! . . ! . ! . .! . ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! .! ! . ! . . ! . ! . ! . ! . ! ? ! . ! . . ! . ! . ! . ! 95 . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! .! ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! ! ? ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . . ! . ! .! ! . ! . ! . ! . ! ! . . . ! .! ! . ! . ! ! .! . . ! .! .! . . .! ! . ! . ! . ! . . ! .! ! . ! . ! .! .! . ! .! ! .! ! . ! ! . ! .! .! ! .! ! . ! . .! . ! .! . .! ! .! ! .! ! . ! .! ! . ! . ! . . ! . . ! . . . .! ! . . . ! . . . ! . ! . ! . .! ! .! ! .! .! .! .! .! . .! ! . ! .! .! .! .! . ! . .! .! . .! ! .! . .! ! .! . .! ! . . ! .! .! .! ! ?! ! . . ! . .! ! . ! .! ! .! . . ! . ! .! . .! ! ?! ! .! ! . ?! .! ! .! .! ! . ! .! ! .! . ! . ! .! ! .! . ! . ! . ! . .! .! ! .! ! . ! . ! ! .! .! . . ! . . ! . ! . ! . ! . ! . ! . . ! . . ! . ! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! ? 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! . ! . ! . ! . ! . ! . ! . ! . ! ? ! ! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . . ! ? ! ? ! . ! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! .! ! . ! . ! . ! . ! . ! .! ! . . ! . . . . ! . ! . ! .! ! .! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! .! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! . ! . ! . ! . ! . .! ! . . ! . ! .! ! . . . ! . ! . ! .! ! .! .! .! .! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! ? . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! .! ! . ! . ! .! ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ? ! . ! . . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! .! ! . ! . ! . ! . ! ! .! .! ? . ! . ! . ! . ! . ! .! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! .! ! .! . ! . ! ! . . . .! ! . ! . ! . ! . . . ! . ! .! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! ? ! . ! . . ! . .! ? . .! ! . ! . . ! . ! ! .! .! . ! . ! . ! .! ! . .! ! .! ! . ! . ! ! . ! . ! . ! ? ! .! . ! . ! ? ! . ! . ! . ! . ! . ! ! . ! . ! . ! .! ! . .! . ! .! ! . ! . ! . ! . ! . .! ! . ! . ! . ! . ! . . ! . ! . ! . ! ? . ! . ! . ! . ! . ! . ! .! ! .! .! . . ! . ! .! ! . .! ! . ! . ! . ! . ! . .! ! . ! . .! . . ! ! . ! .! ! . ! ! . . ! . ! . ! ? ! . ! . ! . ! . ! . . ! . .! ! .! . ! .! ! . . ! . . ! . ! . ! ! . ! . ! . ! .! ! . . . . .! .! ! . ! ? ! . .! . ! . ! . . ! . ! .! .! .! ! .! ! .! ! . ! . ! . . ! . .! ! . ! .! ? ! .! . ! . ! ! .! ! . .! ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! . . ! ! .! . ! . ! . ! ? .! ! . ! . ! . ! ?! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ?! ! . ! . ! . ! . ! . ! . . ! .! ! . ! . ! . ! . . ! . . ! . ! . ! .! ! .! .! . ! . ! . ! . ! . ! .! ! . . ! . ! ? ! . ! . ! . ! . ! . ! ! .! ! . ! . ! . ! . ! ! . ! . . ! .! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . .! ! . . ! . ! . ! . . ! .! ! . ! . ! . ! .! ! .! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . . ! . ! . ! . ! . ! . ! . ! . . ! ? ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! ? ! . . ! . ! . ! ! .! ! . ! . . .! ! .! ! . ! . ! . . ! . ! . ! . ! . . ! .! ! . ! . ! . ! . ! .! .! ! . ! . . ! . ! . ! . ! . ! .! ! . ! . . ! . . ! 95 ! .! ! . . ! .! ? ! .! . ! ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . .! .! .! . ! . ! .! ! .! . ! . . ! .! . ! ? ! .! ! . .! . ! . . ! ? ! . ! . ! . ! ? ! . ! . ! . . ! ! . ! . ! . ! .! . .! .! ! .! .! .! .! ! .! . . .! ! . ! . ! ! .! . ! . ! . ! . . ! .! ! . . ! . !
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2
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Water Bodies
Major Roads
North Florida TPO Boundary
95
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4 Miles
Property Damage Crash
Injury Crash
Fatal Crash
1
Figure B-3
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Issue 1(C) - Aggressive Driving Crashes (Disregarded Traffic Signal/Stop Sign Crash Type) Crash Severity (Year 2005 - 2010)
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LEGEND
. ! . ! ! . . ! ! . ! . .! . ! . ! ! . . ! . ! . ! . ! . ! ! . . ! . .! ! . ? . .! ! . ! . ! .! ! . ! .! . ! .! . ! . ! . ! . . ! ! . ! ! .! . .. ! ! .! ! .! . . ! .! .! . ! ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! ! . ! . ! . . ! .! ! . ! . ! ! . 295 ! . ! . .! . ! . ! . . ! . ! .! ! . ! . . ! . ! . ! ! . ! .! . ! . ! . ! . ! . ! .! ! . ! . ! . . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! .! ! . . ! . . ! . ! ? ! . ! . ! .! .! ! .! . ! . ! ! .! ! . .! ! . ! .! ! . ! . .! . ! . .! ! .! ! .! . ! . ! .! .! .! .! .! ! . . ! . . . . . ! . ! . ! . ! . ! . ! ! .! .! ! . ! . ! . . ! . ! . ! . . ! ! .! ! . . ! . ! . ! .. ! .! . ! . ! ! . .! ! . . ! ! . ! .! .! .! ! .! ! .. ! . . ! . . . ! .! . ! . ! ! .! ! . ! . ! . . .! ! .! ! . ! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! .! ! .! ! .! . ! . ! . . . ! . ! . ! . ! .! ! . ! . ! . ! . . ! .! ! .! . ! . . . ! . . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! . ! . . . ! .! ! .! . . ! ..! ! . ! ! . . ! . . .! ! .! ! .! . ! .! ! . ! .! ! . ! . ! .! .! .! ! .! ! . . ! . ! ! .! ! . ! ! .! .! ! . ! . . . . . ! . . ! ? ! . . ! . ! .! ! .! ! .! . . ! . .. ! .. ! ! . .! . ! .! ! . .! ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! ! . .! ! .! ! .! . . ! . ! ? .! ! .! . ! . ! ! .! .! ! . ! . . . ! .! ! .! . . ! .! .! .! . ! .! ! . . ! .! ! .! ! .! . ! . ! .! . ! . ! . . ! . ! .! . ! . ! . ! .! ! . . ! .! .! .! ! . ! . ! . ! .! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . . ! ? ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! ? ! . ! ! .! ! . . ! ? . ! .! ! .! ! . ! . ! . ! ? .! ! . .! ! . . ! ! ! . ? .! ! .! .! . ! . ! . ! . ! ! . . ! . ! . ! .! .! ! .! .! ! . ! . .! ! ? .! .! ! . . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . . ! . ! . ! . . . . ! . ! . ! . . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! 10 . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! ! .! ! .! . ! ! ? ! . ! .! ! .! . .! .! . ! . ! . ! . ! . ! . ! .! ! .! ! .! .! . ! . .! . ! ! . .! ! .! ! . ! ! . . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . . ! ! . ! . . . ! . ! ? ! . ! . ! .! ! . ! .. . ! . ! . ! .! ! . ! . ! . ! . . ! . . ! . ? ! . . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . .! ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . .! ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . . ! . ! . ! .! ! . ! . ! . ! ! .! .! . . .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! .! . .! ! .! .! .! .! .! . ! . ! . ! ? ! . . . ! . ! . ! . ! . ! . ! .! . ! . ! . ! .! ! ? ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! .! ! . .! . ! . ! .! . ! .! ! .! ! . . ! . ! . ! ! . ! .! ! . ! . ! . . ! . . . ! . ! . ! . ! . ! .! ! . ! . . ! . . ! .! ! . .! . . ! .! ! . . ! .! ! .! .! ! .! ! .! ! . . .! . ! . ! .! ! . ! . ! ? .! .! ! . ! . ! . ! . ! . ! . .! .! ! .! ! .! . . ! . ! . ! ..! .! ! . ! .! . ! . . ! .! . ! ? ! . ! . ! . .! ! .! . ! .! ! .. ! .! . .! . . ! ! . ! . ! . ! . ! . ! .! ! .! . . ! . ! . ! . ! . ! . ! . ! . . ! . . ! .! ! .! .! .! .! .! ! .! ! .! . .! . .! ! .! .! ! ? ! .! ! . . ! . ! . . ! . ! . ! .! . ! . . ! .! ! . .! ! . ! . ! . ! . ! . ! . ! . . ! .! .! ! . ! . ! . ! . ! ? ! . ! . ! . . ! . ! . ? ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . .! ! . ! .! ! . ! .! .! ? 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1
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Issue 3 - Vulnerable Road User Crashes Crash Severity (Year 2005 - 2010)
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Figure B-5
! ! . . ! . ! . ! ? ? ! . ! . ! . ! . ! . .! ! ? ! ? ! ? .! . ! .! ! . ! . . ! . ! . ! . ! ! . ! . ! . ! . ! . ! .! .! .! . . ! ? ! . ! . . ! .! .! ! . ! . ! . . ! . ! .! ! . ! .! ! .! . . ! .! ! . ! .! . . ! . ! . ! . ! . ! . ! .! ! .. .! ! . ! .! ! . . ! .! . .! ! . ! .! ! . ! . ! .! .! . ! .! ! . . ! . ! . . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . .! ! . . ! .! ?! ! ? ! . . ! .! ! . .! ! . ! ? ! . ! .! ! . ! . . ! . ! .! ! ? . ! . ! ! .! ! . .! .! . ! .! ! . ! . ! .! . . ! . . ? ! . ! . ! . ! . ! . ! . ! . ! .! ! . ? ! . ! ? . ! .! ! . ! . ! . ! . ! ? ! . ! .! ! .
!! . . . ! ? !
Water Bodies
Major Roads
North Florida TPO Boundary
Property Damage Crash
Injury Crash
Fatal Crash
LEGEND
. ! ? ! . !! . ? ! ! . . ! . ! . ! . ! .! ! . . ! ! . .. ! ! .! . . ! . ! . ? ! . ! .! ! . .! ! . ! ?! . ! ?! . ! ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . . ! .! .! .! ! .! . ! . ! . ! ! .. ! . ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! ? ! ? ! .! ! . . ! . ! . ! ? ! . ! . ! . ! .! . . ! ?! ! . ! ! .! . ! . ! ! .! . ! . 295 ! . . .! ! ? ! . ! ? .! ! . ! . ! ! . ? .? ! . ! . ! . . ! ? ! . . ! . ! .! ! . ! .! ! . ! . ! .! ! ? ! .! ! . ! .! ! .! ? . ! . ?! ! . ! . ! . . ! .! ! ? ! . ! . ! .! ! .! ! . . . ! . ! . . ! .! ! . ! .! . ! . ? ! . . ! .! .! . ! ! .! . ? ! ?! ! . ! . . .! ! . ! ? ! . ! .! . ! .! ! .! ! . ! . ! . ! . ! ? ! . . ! ? ! . ! . ! . ! . ! . . . ! . ! . ! . ! . ! ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! ? ! . ! .! ! . ! . ..! ! .! ! .? ? . ! .! ! ? .! . ! . ! .! .! ! . ! . ! .! ! . .! ! ..! ? . ! .! .! ! .! . ! . ! . ! .! . ! . ! . . ! . . ! .! ! . ! ?! ..! ! .! . .! ! .! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! .! ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . .! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! ? ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! ? ! .! . .! ! .! .! ! .! ! .! . ! ? ! . ! . ! ! . ! . ? ! . .! .! ! . . ? ! . . ! . . ! .! ! . .! ! . ! . ! .! ! . . .! ! . ! .! ! .! .! . .! .! .! ! .! ! . .! ! .! ! . ! ! . ! . ! .! ! . . ! . ! . ! . ! .! ! .! . ! ! . ! .! ? ! . ! . ! . .! ! .! ! ? .! . ! . .! . ! . . ! . ! . ! . ! . ! . ! . ! . ! .! . . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! ! . ! . .! ! ? ! . ! .! ! . .! ! . ! . . ! . ! . ! .! ! .! ! . .! ! .! .! ! . ! .! ? ! . ! . ! . ! .! . ! . ! .! .! ! .! .! . . ! . ! . ? ! ? . . ! . ! .! ! . ! . ? ! . ! . ! . ! . ! . ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! .! ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! . ? ! . ! . ! . ! . ! ? ! . ! . . ! ! ! . ! ? ! . ! . ! . ! . ! . ! . . ! . . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! .! ! ? ! .! ! ? ! ? ! . ! ! .! ! . ! . ! .! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! ? ! ? ! . ! ? ! . . ! . ! . ! . ! .! ! .! .! ? ! .! ! ?! ! ?! .! . . ! ?! ! . ! ! . . .! ! .! ! .! . ! . .! ! .! ! . .! ! .! ! . ! .! .! ! . ! .! ! .! ! .! ! .! . . . ! . ! . ! .! .! . ! . ! . ! .! . ! . ! . . ! .! ! . . . ! . ! .! ! . . .! ! . . . . . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . . ! . ! ? ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! 10 ! . . ! . ! . ! . ! ? ! . ! . ! . ! ? ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . . ? ! .! ! .! ! .! ! ? ! . ?! ! ..! ..! ! . ! .! .! . ! . . .! . ! . ! .! .! ! .! ! . .! . .! . . ! .! .! ! . ! . ! . ! . ! . ? . ! .! .! ! ? ! .! .! ..! .! ! ? ! .! ! . ?. ! .! ! .! .! ! . ! .! ! .! ! .. .! ! .! . .! . ! .! ! .! . . ! . ! ? . . ! . . ? ! .! ! . ! . ! . ! .! . . .! . ! .! ! . ! ! . .! ! ! .! . ! .! ! .. .! . ! .! ! .! . ! . ! .! ! . ! . .! ! .! . ! . ! .! ! ? ! .! ! .! ! . ! . ! . ! . ! . . ! . . ! . ! . ! . ! . . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! ? ! . ! ? ! . ! . ! . ! . ! . ! . . ! ! . . ! . ! . ! . . ! . ! . ! . ! ? . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! 10 ! ? ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! ? ! ? ! ? ! ? ! . ! . . ! ? ! ? ! ? ! ? ! . ! . ! . ! . ! ? ! ? ! ? ! ? ! . . ! . ! . ! . ! . ! ? ! ? ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! ! . ! . ! . ! . ! ? . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! ? ! . ! . ! ? ! . ! . ! . ! . ! ? ! .! .! .! .! .! . ! . ! .! ! .! .! . ! ? ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? . ! . ! ! .! ! . . ! ! ? ! . ! . ! ! .! . ! . ! . ! . . . .! ! . ! .! . ! .! ! .! . ! .! ! ? . ! . . ! . . ! . . ! ? ! . ! ? ! ? ! . ! . ! . .! ! .! ! . ! . ! .! .! . . ! ! .! ! . . ! . ! . ! .! . ! ! . .! .! . ! .! . ! .! . . ! ? ! .! . . ! . . ! . ! .! .! ! . ! .! ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! .! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! . . ! . ! ? ! ? ! ? ! ? ! . ! ? ! ? ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ?! ! . ! . . ! . ! . ! . ! ? ! ? ! ? ! . ? ! . ! . ! . .! .! ! . ?! ! . .! ! .. ! .! .! ! .! . ! .! ! .! . ! .! .! . ! ? ! . . ! . ! ? . ! ! . . ! .! .! ! . . ! . ! . ! . ! . ! ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! ? ! .! .! ! . ! .! ! .! .! .! . .! . . .! ! . .! ! . .! ! ? ! . ! ?! ! .! . . ! ! . ! .! .! . ! .! ! .! . .! ! . . ! ! .! ! .! . .! . ! ! . ! .! .! ! . ! . . . . ! . ! . ? ! . ! ?! ! ! . ! . ! . ! . ! . ! . ! . . ! . ! ! ? ! . ! . ! ! .! . ? . ! . . ! . ! . ! . ! ? ! ? ! ! . . ! . ! . ! ! .! ! ? . ! . ! .! ! .! .! ! . ! . ! ? ! .! .! . ! . ! . .! ! ? ! . . ! . ! . ! . ! . . ! . ! . . ! . ! . ! . ! . ! ? ! . . 295 ! .. .! ! . ! ! .! ! .! .! ! . ! ! .! . ! . ! . .! . ! . ! . ! . ! . ! .! .! ! . .! . ! ! ? . ! ? ! . ! . . ! . . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! .. ! .! ! . .! ! ? ! .! ! . .! .! . ! . .! . .! ! .! .! . ! ? ! . .! . . ! ! . . ! . . ! .! .! ! .! ! . ! .! .! . ! . ! . ! ! . ! .! ! .! . ! ? .! ! .! ! . . ! . ! . ! . ! . . ! . ! .! ! . ! . ! .! ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? . . ! .! .! ! .! . ! .! ! . ! . ! ? ! . ! . ! . ! .! ! .! .! . ! . ! .! ! . ! . ! .. ! . . ! ? ! . ! . ! .! ! . ! .! . .! .! ! . . ! . ..! ! . ! .! .! .! ! . .! ! . ! .! . ! . . ! . ! . ! . ! . ! ! . . ! .! .! . .! ! . ! .! ! . ! .! ! .! . . ! . ! .! ! . . ! . ! . ! . . ! . ! . ! . ! . ! . ! .! ! . ! . ! ? ! ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . . ! .! ! . ! . ! . ! . ! . ! . .! ! . ! . ! ? ! . ! . ! . ! . ! .! ! . ! .! . ! . ! . ! . . . ! . ! . ! ! . ! .! ! . ! .! .! ! . . ! ? .! ! . ! . ! . . ! .! ! . . ! ?! ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! ? ! . ! .! ! . ! . ! . . ! . ! . ! . ! . ! .! ! . .! . ! . ! ?! ! . .! . ! . ! . ! 95 . ! . ! .! . ! .! ! . ! .! ! . . . ! ! . . . ! ! . ! ?! . ! . ! ? ! . ! . !
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Issue 4 - Lane Departure Crashes Crash Severity (Year 2005 - 2010)
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Figure B-6
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Injury Crash . . . . ! .! .! ! . ! . ! . .! ! . ! . .! ! . ! ! . ! . ! . ! .! . ! ! . ! .! .! ! . ! . ! .! ! . .! ! . ! . . ! .! ! . . . . ! . ! . .! .! ! .. ! . ! .! ! .! . ! . ! . ! . ! .! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! .! ! Property Damage Crash .! ! . ! . . ! .! . ! .! ! .! ?! . ! . ! . ! .! . ! .! . . ! . ! .! . ! .! ! .! .! ! .! . . ! . ! . .! . ! . . ! . . ! .! ! . ! .! ! . ! .. ! .! . ! . ! .! ! . . ! . .! . ! . . . ! ? ! ? ! . ! . ! . ! ! .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . . ! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! .! . ! ?! .! . ! .! .! ! .! ! . ! ! . ! .! .! . ! ! .! North Florida TPO Boundary ? . . ! .! ! ? . ! .! . . ! .! ! .! ! . .! ! .! . ! . ! ? . .! . . ! ! . ! .! . . ! . ! .! ! ?! ! . .! ! . ! .! .! .! ! .! . . ! . . . . ! ! . ! . ! ..! ! .! ! . ! . .! . ! ! . ! . ! . ! .! ! . ! . ! . ! .! ! . ! ! . ! . ! . ! .! ! ? . .! ? .! ? . ! .! ! . ! .! ! .! ! . . ! ! . ! . ! ! .! . . ! . .! ! . . .! ! .! ! . ! . .! . ! .! ! . . ! ? ! . ! . . ! . . ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! ? ! ? ! . ! .! . .! . ! . ! ! . ! . ! . Major Roads . ! . ! .! . . ! . ! ! . ! . . ! .! ! ..! ! . ! . .! ! .! .. .! ! .! ! . . .! .! . ! . .! ! ? ! . .! ! . ! ! .! ! . ! . .! ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! ! . .! ! . ! . ! . ! . .! .! ! . ! .! ! . Water Bodies . ! . ! . ! . . ! ?! ! .! . ! . ! . ! . ! . ! ? ! . ! . ! .! ! ? ! . ! . . ! . ! . ! ? ! .! ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! .! ! .! ! . . .! .! ! . . ! . ! ! .! ! .! .! ! . ! . . ! . ! ! . ! . . .! ! .! . ! .! . ! . ! . ! . . ! .! ! . . . .! ! . ! .! ! .! . ! ! .! ! .! . .! ! . ! . ! . ! .! . ! . . ! .! .! . ! . ! . ! . ! .! . ! . ! .! .! .! . ! . ! . ! .! . ! . ! . ! . ! .. ! . . ! ! .! ! .. ! . ! . ! . . ! . ! . ! . ! . ! . ! . .! ! . ! .! ! . . .! . ?! ! . ! ? ! ? ! . ! . ! . ! . ! .! .! .! ! .! .! . . . ! . ! .! ? ! .! .! . ! 95 ? ! . ! ! . . ? ! ! .! ! ? . ! . . ! ! . ! . ! . ! . ? ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! ! . . ! ! . . . ! ? ! . ! .! ! . ! .! ! . ! . ! . ! . . ! . . ! . ! . ! . ! . ! . ! .! ! . ! . . ! .! ! . ! . ? ! . . ! ! ? ! . ! . . . ! ! .! ! .! ! . ! . . . ! . ! . ! . ! . ! . ! . ! . ! . ? ! ! ! . ! . ! . ! ! . ! . . .! ! .! ? ! . ! . . ! .! ! ?! .! . .! ! .! .! . ! . ! . ?! . ! . ! . ! ? ! . . ! . ! .! . ! . ! . ! ! . ! . ! . .! . ! . . ! . ! .! ! ? ! . ! . ! . ! ! . .! ! . ! ? ! . . ! . ! . . ! . ! . ! . ! ! .! . ! .! ! .! ? . ! . ! . . ! ! . ! . ! !! .! ! .! ! ? ! .! . ? .! .! . ! ! . .! ! . .! .! . ! . ! . ! . . . ! . ! . ! . ! . ? ! . ! . ! . . ! . ! . ! . ! . ! . . ! .! ! . ? ! . ! . ! .! . ! . ! . ! .! ! . ! .! ! . ! .! ! . ! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! .! ! .! ! . ! .! ! ? ! . . ! . ! . .! ! . ! ! . ! . ! .! ! .! ! ? .! . . ! . ! ? ! . ! .! ! . ! ? ! . ! . . ! ! . ! .! ! .! ! . . .! ! . ! . . . ! . . . ! .! .! .! . ! .! .! ! .! ! . ! ! . ! . . .! ! .! ! . .. ! . ! . ! .! ! . . ! .! ! ? ! .! ! . ! .! ! . . ! ? ! . ! . ! . ! . ! . . ! . . ! . ! . ! . ! . ? ! . . ! . ! . ! . ! . . ! .! ! .! .! ! .! .! ! . ! . ! .! ! .! ! . . ! . ! .! ! . ! . ! ? . ! . ! . .! . ! . ! . ! ! . .! . . ! .! ! . ! . . ! . ! . ! . ! . ! ? . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! .! ! . . . ! ? ! .! ! .! ! ? ! ! ? . ! . ! . .! ? ! . ! ! ! ? ! . ! ? ! .! ! . ! .! . ! . ! . ! .! ! .! ! .! . .! ! .! ! . ! ! .! .! . ! . ! .! . ! .! .! ! ..! . ! . .! . ! . ! . .! ! . ! . ! .! . ! . ! . .! ! .! .! . .! . ? ! . .! . ! . ! ..! ! . ! . ! .! . ! . .! . . ! . ! . ! . ! .! . ! .! . ! .! . .! ! . ! . ! . ! . ! . ! . ! ? ! .! .! . ! . ! . ! .! ! .! . . ! .! ! . . .! . . . . ! .! . ! . ! . ! .! ! . .! . ! ?. ! ? . ! . ! .! ! . ! . ! . ! . ! . .! .! .! . ! .! ! .! ! .! .! ! . ! . .! ! . ! . ! . . ! . ! .! ! . ! ?! . ! . . ! . ! ? ! . ! . ! ! . ! . ! . ! . ! .! . ! . ! . ! .! ! ? ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! .! . .! . ! . ! ! . ! . ! .! ! . ! . ! .! ! . ! . ! . ! . ! . . . ! . ! .! ! . ! . ! . . ! . ! . . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! .! ! . ! . ! .! .! . ! . ! . ! .! . ! .! ! . ! . . ! .! . ! . ! . ! .! . ! ! . . ! . . ! . ! ! . ! . ! .! . . ! .! ! . . . . . ! . ! . ! .! ! .! . . ! . ! .! ! .! ! .! ! .! ! . ! . ! . . ! . ! . ! . ! ! . ! . ! . ! ? 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! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! .! . ! . ! 295 . ! . ! . ! .! ! .! ! . . ! . ! .! .! ! . ! . ! . ! . ! ? ! . ! .! ! . . ! .! .! ! . .! ! . ! . ! . ! .! . . ! .! . ! .! . ! .! ! .! . ! . ! .! . ! .! . . ! . ! .! .! ! .! .! ? ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! .! .! . .! ! . . ! . ! . ! . ! .! ! . .! ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . . ! . . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! .! .! ! .! . ! .! ! . .! ! . ! ! . ! ! . ! . ! . ! . ! ! .! ! . . ? . ! ! . ! . ! . ! .! . ! . ! .! . ! . . ! .! ! . ! .! ! . ! . ! . ! . ! . ! . ! . . ! .! ! ? ! . ! . ! . ! . ! . ! . ! . ! . . ! .! . ! . ! . ! .! .! ! . ! . ! . ! .! ! . . . ! . ! . ! .! ! ? ! . ! . ! . . ! . ! ? ! . . . ! . ! . ! . ! . . ! . ! . . ! . . ! . ! . ! . ! .! ! .! ! . ! . .! ! . ! . ! . ! . ! .! ! . .! ! . ! . ! . ! . ! . ! . ! .! . . ! .! . ! . ! . ! .! ! . ! .! ! .! ! . .! . ! .. ! . ! . ! . ! .! ! . ! . ! . ! . ! . . ! . ! . . ! . .! ! .! ! .! ! .! . ! .! ! . ! .! ! . ! . ! ! . . ! . ! . ! . ? 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Issue 5 - Impaired Driving Crashes Crash Severity (Year 2005 - 2010)
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Figure B-7
. ! . ! . ! ? Fatal Crash ! .! ! . ! . . ! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . .! ! . ! ? ! ! . ! . ! . ! . ! . ! . ! . ! .! ! ? Injury Crash . . .! ! .! ! . ! ! .! ! . . ! . ! .! . ! . ! . ! . . . ! . ! . ! .! ! . ! .! ! . ! . . ! . ! . . ! . ! .! ! . ! Property Damage Crash . . ! . ! .! ! ? ! .! ! . ! .! ! .! ?! . . ! .! . ? ! .! ! .! ! . . ! .. ! . ! . ! . .! ! .! ! .! ? ! . . ! . ! . ! . ! . ! . . ! ? ! . ! . ! . ! . ! . ! . ! . ! . ?! .! ! .. ! . .! . ! ! . ! . .! ! .! North Florida TPO Boundary . ! .! ! .. ? .! .! ! . ! ? .! . ! ! . ! ? ! .! ! ? . ! ! .! . ! . . .! ! .! ! . ! . .! . ! . .! ! .! .! . .! ! .! ! .! ! .! ! .! ! .! .! ! .! ? ! . . ! . . ! . . ! ? ! . ! . ! . ! Major Roads . ! ! . . ! . ! .! . ! .! ! . .! ? ! . ! ! .! ? ! . . ! . ! ! . ! . . ! . ! ! . ! . .. ! ? ! 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Issue 6 - Young Drivers (15 to 20 Years) Crashes Crash Severity (Year 2005 - 2010)
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. ! . ! ? Fatal Crash ! .! .! ! . . ! . ! . ! . ! . ! . !! . .! ! .! ! . . ! . . ! . ! . ! . ! Injury Crash . ! . ! ! . ! .! . ! ! . .! ! .! . ! . . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! .! ! Property Damage Crash .! ! . .. ? .! ! . ! ! . ! .! . . ! ! . .! ! .. .! . .! ! .! ! .! . ! . ! . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . . ! . ! .! ?! . ! . ! . . . ! . ! ! North Florida TPO Boundary . ! ! . .! ! . ! .! .! . ! .! .! .! .! .! ! . ! .! .! . . ! . ! . ! . . ! ! . ! .! ..! .! ! .! ! . ! . .! . ! .! ! ? ! . . ! . . ! .! ! . . ! .! . ! .! ! . ! . ! . ! .! . ! ?! ! . ! . ! . Major Roads .! ! . ! . . ! .! ! . . ! ! . . ! .! . ! . ! . ! .! .! ! . ! . . ! . ! . ! . ! .. ! . ! . .! .! ! . ! . ! . ! .! ! 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1
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± 4 Miles
§ ¦ ¨
Water Bodies
Major Roads
North Florida TPO Boundary
Property Damage Crash
Injury Crash
Fatal Crash
LEGEND
0
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Issue 7 - Elder Drivers (65 and Above Years) Crashes Crash Severity (Year 2005 - 2010)
§ ¦ ¨
§ ¦ ¨
Figure B-9
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! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! .! ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! .! ! .! ! .! ! . . ! . ! . ! . ! .! ! . .! ! . ! .! . .! ! . . ! . ! .! . .! ! . ! .! .! .! .! .! . .! ! .! . ! .! ! . ! .! ! ? .! ! .! ! . .! ! .! ! .! .! . .! .! .! . .! .! ! .! ! . ! . ! . ! ! . ! . .! ? ? ? ! .! . . . . . ! .! . .! . . ! .! ! ? . ! .! ! .! . .! ! . ! .! . .. ! . ! . ! ? ! .! ! . ! . ! . .! ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . . ! . ! . ! . .! .! ! . . . ! .! . .! ! . ! ! . . ! .! ! . ! ! . . ! .! ! . ! . .! ! . . .! ! . . ! .! ! .! . ! . ! . ! .! .! ! . . ! . ! . ! .! . .! ! .! ! . ! . ! .! ! . .! ! . . ! . ! .! . ! . ! . ! .! .! . ! . ! ! .! ! . . ! ! ? ! . . ! . ! . ! . ! . ! . . ! ? ! . ! .! ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! . ! . . ! .! . ! .! ! ? 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! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! . . ! ! .! .! ! .! . ! .. . ! . ! .! ! . . ! . ! .! . . ! . ! .! .! ! . .! ! . ! . . ! . ! . ! . ! .! ! . ! .! ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . . ! . ! . ! .! ! . .! .! . . . ! .! ! .! .! . ! . ! . ! .! ! . ! . ! . ! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! ?! ! . ! .! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! ? ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! . ! ! .! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . . ! . ! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! . ! . ! . . ! . ! .! ! . ! . . ! ? ! ..! . ! . ! . ! . ! . ! . ! .! .! .! .! . ! . ! . ! ? ! . ! .! ! . . ! . ! . .! . ! . ! . . ! ! . ! ? . ! .! ! . ! . ! .! ! . ! . ! . ! . ! . ! . ! . ! .! ! . . ! . ? ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! .! ! . ! . ! . .! ! . ! . ! . ! 95 . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! .! ! . ! . . ! .! .! . ! . .! .! . ! . . .! ! .! . .! .! .! .! ! .! ! .! ! .! ! .! ! . ! . ! . ! .! ! . . . . ! . . .! ! . ! . .! .! .! ! .! ! .! ! . . ! ! ? ! . ! . ! ? ! .! . ! ? ! . ! . . ! . ! . ! . ! .! ! . .! ! . ! . .! ! . ! . ! . .! ! . ! . . ! . ! . ! . ! . ! . ! ! ..! ! . ! . ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . . . ! . ! .! .! ! .! .! . . .! ? . ! ! . ! ! .! ! . .! ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! ! .! . ! . . ! ! . ! ! .! . . ! . ! . ! .! . ! . .! ! . ! ..! . ! . ! . ! . ! . ! . ! .! . ! . ! . ! . ! . ! . . ! .! ! . . ! . ! . ! . ! . ! .! ! .! ! .! . . ?! ! . ! . ! . ! . ! . ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! ? ! ! . ! . . ! ! . ! . . . ! . ! . ! .! ! ? ! . ! .! . . ? ! .! ! . ! . ! . ! .! ! .! ! . . ! .! . ! . ! .! . ! .! ! . ! . ! . . ! . . ! ! . ! ? . ! . ! . . ! .! ! . ! ! . ! . . ! .! ! . ! . . ! . ! . ! . ! . . ! . ! . ! .! ! ? ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! ! . ! . . ! ? .! ! . . ! ! .! . ! .! ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . . ! . ! . ! . ! . ! . ! . . ! .! ! . . ! .! ! . ! . . ! . ! .! ! ? ! . ! . ! . ! . ! .! ! . ! . ! . ! . ! .! ! . ! ? . ! . ! . . ! ? ! .! ?! . ! . .! .! ! . ! . ! . ! ? ! .! ! .! ! . . ! . ! . ! . ! . ! . ! . ! . ! ? ! . ! . ! . ! . ! . ! . ! ! . ! . . .! ! .. ! . ! . ! . ! ! ! . . ! . ! . ! ? ! . ! . ! . ! . ! . ! ? ! ? ! .! ! . . ! ! . . ! .! ! . ! . ? ! . ! ! . 95 .! ! . . ! . ! .! ! .! .! ! . .! .! .! .! . ! . ! . . ! . ! . ! . ! .! ! ? ! . . ! . ! . !
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Appendix C Crash Hot‐Spot and Cold‐Spot Location for Issues – Weighting Scheme 1
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295
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Issue 1(A) - Aggressive Driving Crashes - Weighting Scheme 1 (State Highway Safety Plan Crash Types) Statistically Significant Hot and Cold Spot Locations
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Figure C-1
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Water Bodies
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North Florida TPO Boundary
Neutral Locations Cold Spot Locations
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Neutral Locations Cold Spot Locations
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LEGEND
1
10
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Issue 7 - Elder Drivers (65 and Above Years) Crashes Weighting Scheme 1 Statistically Significant Hot and Cold Spot Locations
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Issue 1(B) - Aggressive Driving Crashes - Weighting Scheme 2 (Careless Driving Crash Type) Statistically Significant Hot and Cold Spot Locations
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± 4 Miles
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295
§ ¦ ¨
§ ¦ ¨
Issue 5 - Impaired Driving Crashes Weighting Scheme 2 Statistically Significant Hot and Cold Spot Locations
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95
§ ¦ ¨
Figure D-7
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Issue 7 - Elder Drivers (65 and Above Years) Crashes Weighting Scheme 2 Statistically Significant Hot and Cold Spot Locations
§ ¦ ¨
( !! ( ( !
Figure D-9
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0
Appendix E Crash Hot‐Spot Temperature Charts for Issues – Weighting Scheme 1
200
J I 352
100
315
J I
309D
J I
J I 739B
209
315
J I
315
J I
209B
J I I J
224 1187
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1179
134
15A
J I
209
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15A
J I
1177
T S
211
209
228
110
163
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209
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13B
J I
126
90
£ ¤
T S
T S
114
5
J I I J 226
1
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17
5
1A
£ ¤
T S 16
152
T S
T S
116
J I
10
T S T S 228
109A
J I
10A
T S
13
T S
16A
J I
J I 208
210
J I
107
J I 99
13
13A
13A
J I
16
116
202
T S
T S
T S
J I
J I
107A
J I
J I
108
13A
J I
105B
105A
214
J I
101A
J I
1A
T S
A
105A
J I
101
95
90A
±
0
1
2
210A
212
1365
1359
5A
1353
1354
1337
1335
1333
1332
A1A
1339
1363
1340
1351
31
2
312
A1A
I J J I J S I T J I J I I J J I J I J I I J S T J I I J J I I J J I
Figure E-1
203
J I
Hot Spot
-
-
-
Neutral
-
-
-
Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
J I
£ ¤
§ ¦ ¨
J I 305
A 1A
T S
Issue 1(A) - Aggressive Driving Crashes - Weighting Scheme 1 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
218
J I
739
J I
1189
J I
220A
1181
J I
211
I J J I
T S
J I
228
15
T S 1 21
I J J I T I J JS I
128
T S
139
S T T S
15
21D
J I
10
T S
110
J I
102
J T I S
£ ¤
219
16
T S
220
J I
220B
JI I J
209
J I
J I 213
J I 21B
115A
15
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220A
213
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295
§ ¦ ¨
103
J I
106
J I J I
104
T S
110
3
T IS J
24
T S
315C
J I 21A
220
J I
1
J I
8
T S
22
115C
J I
10
§ ¦ ¨
117
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A
9
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J I 315
8
20
A1
T S
0019
105A
0016
I J J I J J I I J I
T S
214
T S
21
10
T S S T
015A
J I S T
T S
200
200A
J I
200A
J I
107
J I
0012
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T S S T
T S
J S I T
16A
215
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217
J I
90
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J I 108
115
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121A
1
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217
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200
119
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T S
121
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J I 115
108
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£ ¤ 30
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103
109
115A
T S
2
301
111
115
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T S £ ¤
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1
30
23
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T S
105
105
A1A
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129
15
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T S 115A
£ ¤ A
T S 228
5 11
T S
7 11 90A
T S
£ ¤
17 115
£ ¤ 113
113
T S
T S
T S
T S S T S T
105 A1A
T S
1 7
105
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5A
20
23
T SS T T S A1A
£ ¤
T S
£ ¤ 105
T S
T S
T S
A 1A
5
200
J I 352
100
315
J I
309D
J I
J I 739B
209
315
J I
315
J I
209B
J I I J
224 1187
1162
1179
134
15A
J I
209
J I
15A
J I
1177
T S
211
209
228
110
163
J I
209
J I
13B
J I
126
90
£ ¤
T S
T S
114
5
J I I J 226
1
£ ¤ T S
17
5
1A
£ ¤
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152
T S
T S
116
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10
T S T S 228
109A
J I
10A
T S
13
T S
16A
J I
J I 208
210
J I
107
J I 99
13
13A
13A
J I
16
116
202
T S
T S
T S
J I
J I
107A
J I
J I
108
13A
J I
105B
105A
214
J I
101A
J I
1A
T S
A
105A
J I
101
95
90A
±
0
1
2
210A
212
1365
1359
5A
1353
1354
1337
1335
1333
1332
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1339
1363
1340
1351
31
2
312
A1A
I J J I J S I T J I J I I J J I J I J I I J S T J I I J J I I J J I
Figure E-2
203
J I
Hot Spot
-
-
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Neutral
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-
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
J I
£ ¤
§ ¦ ¨
J I 305
A 1A
T S
Issue 1(B) - Aggressive Driving Crashes - Weighting Scheme 1 (Careless Driving Crash Type) Temperature Chart for Crash Severity
218
J I
739
J I
1189
J I
220A
1181
J I
211
I J J I
T S
J I
228
15
T S 1 21
I J J I T I J JS I
128
T S
139
S T T S
15
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10
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110
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102
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219
16
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220
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209
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J I 213
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15
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220A
213
J I
295
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103
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106
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104
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110
3
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24
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315C
J I 21A
220
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1
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8
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22
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10
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117
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A
9
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J I 315
8
20
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0019
105A
0016
I J J I J J I I J I
T S
214
T S
21
10
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015A
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T S
200
200A
J I
200A
J I
107
J I
0012
I J J I
T S S T
T S
J S I T
16A
215
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217
J I
90
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J I 119
J I 108
115
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121A
1
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203
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309D
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203
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Hot Spot Analysis Scale
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309D
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203
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Neutral
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Cold Spot
Hot Spot Analysis Scale
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North Florida TPO Boundary
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309D
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203
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Hot Spot
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
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Figure E-9
203
J I
Hot Spot
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Neutral
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
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£ ¤
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203
J I
Hot Spot
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Neutral
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
J I
£ ¤
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J I 305
A 1A
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Issue 1(A) - Aggressive Driving Crashes - Weighting Scheme 2 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
218
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203
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Hot Spot
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Neutral
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Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
J I
£ ¤
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J I 305
A 1A
T S
Issue 1(B) - Aggressive Driving Crashes - Weighting Scheme 2 (Careless Driving Crash Type) Temperature Chart for Crash Severity
218
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Figure F-3
203
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Hot Spot
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Neutral
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
J I
£ ¤
§ ¦ ¨
J I 305
A 1A
T S
Issue 1(C) - Aggressive Driving Crashes - Weighting Scheme 2 (Disregarded Traffic Signal/Stop Sign Crash Type) Temperature Chart for Crash Severity
218
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1189
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309D
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203
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Hot Spot
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Hot Spot Analysis Scale
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4 Miles
North Florida TPO Boundary
LEGEND
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Issue 3 - Vulnerable Road Users - Weighting Scheme 2 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
309D
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203
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Hot Spot
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4 Miles
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Issue 4 - Lane Departure Crashes - Weighting Scheme 2 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
309D
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Hot Spot
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4 Miles
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Issue 5 - Impaired Driving Crashes - Weighting Scheme 2 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
309D
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Figure F-7
203
J I
Hot Spot
-
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Neutral
-
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Cold Spot
Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
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£ ¤
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JCrashes - Weighting Scheme 2 Issue 6 - Young DriversI (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
309D
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Figure F-8
203
J I
Hot Spot
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Neutral
-
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Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
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Issue 7 - Elderly Drivers Crashes - Weighting Scheme 2 (State Highway Safety Plan Crash Types) Temperature Chart for Crash Severity
309D
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Figure F-9
203
J I
Hot Spot
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Neutral
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Hot Spot Analysis Scale
J I
4 Miles
North Florida TPO Boundary
LEGEND
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£ ¤
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5
Appendix G Field Review Notes
Regional Strategic Safety Plan Field Review Notes US 17 Roosevelt Blvd. and SR 134 Timuquana Rd. Intersection (Signalized): 1. Recent construction activity was observed near this intersection. 2. High speeds along the major road with vehicles at higher speeds interacting with vehicles at lower speeds along the minor road near this intersection. 3. Presence of School Zone – The cross walks at the intersection are marked for pedestrian traffic heading to a nearby school. 4. Permitted left turn signal operation along the major road. Vehicles turning on permitted phase along the major road with the presence of opposing vehicles at higher speeds. 5. This intersection is adjacent to a railroad crossing. Looking at Westbound Approach on SR 134 Timuquana Rd./103rd St.
Looking at Northbound Approach on US 17 Roosevelt Blvd.
Looking at Southbound Approach on US 17 Roosevelt Blvd.
SR 134 Timuquana Rd./103rd St. Corridor (Between US 17 Roosevelt Blvd. and Old Middleburg Rd.): 1. The SR 134 103rd St./Timuquana Rd. corridor is a 6‐lane roadway with a center two‐way left turn lane in the middle. 2. Higher speed vehicles were observed along this corridor with vehicles traversing at higher than posted speed limits. 3. Heavy traffic volumes were observed on this section of the roadway.
4. Access management issues were identified along this corridor with closely spaced driveways present along this roadway segment especially along the segment present to the south of Wesconnett Blvd. 5. Long distances between intersections and high speed vehicles are a problem along this corridor between SR 21 Blanding Blvd. and US 17 Roosevelt Blvd. intersections and closely spaced signalized intersections and driveway access management are identified as the contributing factors for crashes between SR 21 Blanding Blvd. and Ricker Rd. intersection.
Looking at Eastbound on SR 134 103rd St.
SR 21 Blanding Blvd. and SR 134 103rd St. Intersection (Signalized): 1. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. 2. High speed vehicles were observed near this intersection with vehicles exceeding posted speed limits and also not slowing near the intersection. 3. Vehicles were observed to be entering the intersection during clearing intervals (yellow or red signal cycles) which can lead to accidents. 4. Access management issues were observed near this signalized intersection.
Looking at Eastbound Approach on SR 134 103rd St.
SR 134 103rd St. and Harlow Blvd. Intersection (Signalized): 1. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. 2. Presence of School Zone – The cross walks at the intersection are marked for pedestrian traffic heading to a nearby school. 3. Close proximity of adjacent signalized intersections to the east of this intersection leading to queue spill backs. 4. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit. 5. No other major concerns were observed during the field visit.
Looking at Westbound Approach on SR 134 103rd St.
SR 134 103rd St. and I‐295 Interchange Ramp Intersections (Signalized): 1. Recent construction activity near these intersections. Recently access management improvements were completed at these intersections. 2. Close proximity of adjacent I‐295 off‐ramp signalized intersection leading to queue spill backs. 3. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit. 4. No other major concerns were observed during the field visit. SR 134 103rd St. and Firestone Rd. Intersection (Signalized): 1. Close proximity of adjacent I‐295 off‐ramp signalized intersection leading to queue spill backs. 2. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit from the interstate traffic. 3. This intersection is the access to the Nathan B. Forrest High School. Aggressive driving behavior was observed with the traffic exiting out from the school. 4. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection.
5. No other major concerns were observed during the field visit.
Looking at Eastbound Movement on SR 134 103rd St.
SR 134 103rd St. and Ricker Rd. Intersection (Signalized): 1. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection. 2. Near this intersection, a lot of businesses are present with closely spaced driveways which were observed to be causing access management problems. 3. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. 4. No other major concerns were observed during the field visit.
Looking at Northbound Approach on Ricker Rd.
SR 134 103rd St. and Old Middleburg Rd. Intersection (Signalized): 1. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection. 2. Recent construction activity occurred at this intersection. 3. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. 4. Aggressive driving behavior was observed near this intersection. 5. No other major concerns were observed during the field visit. SR 134 103rd St. and Shindler Dr./Middleburg Rd. Intersection (Signalized): 1. These two signalized intersection are close to each other and queues were observed for left turning volumes at both these intersection. 2. High speeds and high vehicular volume along SR 134 103rd St. specifically to the west of the Shindler Dr intersection were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection.
3. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. SR 134 103rd St. Corridor (Between Old Middleburg Rd. and SR 228 Normandy Blvd.): 1. The SR 134 103rd St. corridor is a 4‐lane divided roadway between this corridor limits. 2. Higher speed vehicles were observed along this corridor with vehicles traversing at higher than posted speed limits. 3. Heavy traffic volumes were observed on this section of the roadway. SR 134 103rd St. and New World Ave. Intersection (Signalized): 1. High speeds and high vehicular volume along SR 134 103rd St. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection. 2. Aggressive driving behavior was observed near this intersection. 3. This is a major roadway with high posted speed limits junction connecting a minor roadway at lower speeds. This speed differential can be a contributing factor to these crashes. 4. No other major concerns were observed during the field visit. SR 228 Normandy Blvd. Corridor (Between New World Ave. and Fouraker Rd.): 1. The SR 228 Normandy Blvd. corridor is a 4‐lane divided roadway between this corridor limits. 2. Recent construction activity occurred along this corridor. 3. Higher speed vehicles were observed along this corridor with vehicles traversing at higher than posted speed limits. 4. Heavy traffic volumes were observed on this section of the roadway.
SR 228 Normandy Blvd. and Blair Rd. Intersection (Un‐Signalized): 1. High speeds and high vehicular volume along SR 228 Normandy Blvd. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection along SR 228 Normandy Blvd. 2. Recent construction activity occurred at this intersection along SR 228 Normandy Blvd. 3. No other major concerns were observed during the field visit. SR 228 Normandy Blvd. and Fouraker Rd. Intersection (Signalized): 1. High speeds and high vehicular volume along SR 228 Normandy Blvd. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection along SR 228 Normandy Blvd. 2. Permitted left turn signal operation was observed near this intersection. Vehicles turning on permitted phase at this intersection with the presence of opposing vehicles at higher speeds can be a contributing factor for the crashes at this intersection. 3. No other major concerns were observed during the field visit.
Looking at Northbound Approach on Fouraker Rd.
Looking at Northbound Approach on Fouraker Rd.
SR 228 Normandy Blvd. Corridor (Between Fouraker Rd. and SR 111 Cassat Ave.): 1. The SR 228 Normandy Blvd. corridor is a 4‐lane divided roadway between this corridor limits. 2. High vehicular volume along SR 228 Normandy Blvd. was observed during the field visit. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along SR 228 Normandy Blvd. 4. No other major concerns were observed during the field visit. SR 21 Blanding Blvd. Corridor (Between SR 111 Cassat Ave. and I‐295): 1. The SR 21 Blanding Blvd. corridor is a 6‐lane divided roadway between SR 111 Cassat Ave. and Wilson Blvd., 4‐lane roadway with a center two‐way left turn lane in the middle between Wilson Blvd. and SR 134 103rd St., 6‐lane divided roadway between SR 134 103rd St. and Morse Ave., 4‐lane divided roadway between Morse Ave. and Collins Rd. and a 6‐lane divided roadway between Collins Rd. and I‐295. 2. High vehicular volume and bumper‐to‐bumper traffic along SR 21 Blanding Blvd. was observed during the field visit. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits.
Harlow Blvd. Corridor (Between SR 21 Blanding Blvd. and Jammes Rd.): 1. The Harlow Blvd. corridor is a 2‐lane divided roadway between this corridor limits. 2. This corridor is in a residential area and has a lot of residential driveway traffic. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits. 4. No other major concerns were observed during the field visit.
Looking at Eastbound and Westbound Approaches on Harlow Blvd.
Jammes Rd. Corridor (Between Harlow Blvd. and Wilson Blvd.): 1. The Jammes Rd. corridor is a 2‐lane un‐divided roadway between this corridor limits. 2. This corridor is in a residential area and has a lot of residential driveway traffic. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits. 4. No other major concerns were observed during the field visit. Wilson Blvd. Corridor (Between Jammes Rd. and I‐295): 1. The Wilson Blvd. corridor is a 4‐lane roadway with a center two‐way left turn lane in the middle between this corridor limits.
2. High vehicular volume along Wilson Blvd. was observed during the field visit. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along Wilson Blvd. 4. No other major concerns were observed during the field visit. SR 208 Wilson Blvd. and I‐295 Interchange Intersections (Signalized): 1. High speeds and high vehicular volume along SR 208 Wilson Blvd. were observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection along SR 208 Wilson Blvd. 2. Close proximity of adjacent I‐295 off‐ramp signalized intersection leading to queue spill backs. 3. No other major concerns were observed during the field visit.
Looking at Westbound Approach on SR 208 Wilson Blvd.
CR 213 Old Middleburg Rd. Corridor (Between SR 208 Wilson Blvd. and SR 134 103rd St.): 1. The CR 213 Old Middleburg Rd. corridor is a 2‐lane roadway with a center two‐way left turn lane in the middle between this corridor limits. 2. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along CR 213 Old Middleburg Rd. 3. No other major concerns were observed during the field visit.
Ricker Rd. Corridor (Between Morse Ave. and Park City Dr.): 1. The Ricker Rd. corridor is a 2‐lane roadway between this corridor limits. The roadway is a rural section with no curb and gutter. 2. The roadway section has 10‐feet roadway lanes along the corridor. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along Ricker Rd. 4. No other major concerns were observed during the field visit. I‐295 Corridor (Between SR 134 103rd St. and SR 21 Blanding Blvd.): 1. I‐295 corridor is a 6‐lane expressway between this corridor limits. 2. High vehicular volume and severe congestions along I‐295 was observed during the field visit. 3. Recent and on‐going construction activity was observed along I‐295. 4. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along Ricker Rd. 5. No other major concerns were observed during the field visit.
Looking Southbound on I‐295
Looking Southbound on I‐295
SR 21 Blanding Blvd. and I‐295 Interchange Intersections (Signalized): 1. High speeds and high vehicular volume along both SR 21 Blanding Blvd. and I‐ 295 was observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection. 2. Queue spillbacks and back‐ups spilling into adjacent intersections and into the interstate along the ramps was observed. 3. No other major concerns were observed during the field visit. SR 21 Blanding Blvd. Corridor (Between I‐295 and CR 215 (Middleburg)): 1. The SR 21 Blanding Blvd. corridor is a 6‐lane divided roadway between I‐295 and Old Jennings Rd. and 4‐lane divided roadway between Old Jennings Rd. and CR 215. 2. High vehicular volume and bumper‐to‐bumper traffic along SR 21 Blanding Blvd. was observed during the field visit. 3. Vehicular volume was observed to be operating at speeds much higher than posted speed limits. 4. No other major concerns were observed during the field visit.
SR 21 Blanding Blvd. and CR 218 Intersection (Signalized): 1. High speeds and high vehicular volume along SR 21 Blanding Blvd. was observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits near this intersection. 2. This intersection is the primary access to the Penney Farms retirement community. 3. No other major concerns were observed during the field visit.
Looking Southbound on SR 21 Blanding Blvd.
Looking at Eastbound Approach on CR 218
SR 23 Branan Field Rd. Corridor (Between SR 21 Blanding Blvd. and Old Jennings Rd.): 1. The SR 23 Branan Field Rd. corridor is a 4‐lane un‐divided roadway between SR 21 Blanding Blvd. and the shopping center access roadway and a 2‐lane un‐divided roadway between the shopping center access roadway and Old Jennings Rd. 2. Recent and on‐going construction activity was observed along SR 23 Branan Field Rd. during the field review. 3. No other major concerns were observed during the field visit. CR 220A Long Bay Rd. Corridor (Between SR 21 Blanding Blvd. and Old Jennings Rd.): 1. The CR 220A Long Bay Rd. corridor is a 2‐lane un‐divided rural roadway between the corridor limits. 2. This is a low volume roadway segment with vehicles operating at speed higher than the posted speed limits. 3. No other major concerns were observed during the field visit. CR 218 Corridor (Between SR 21 Blanding Blvd. and CR 739 Henley Rd.): 1. The CR 218 corridor is a 2‐lane un‐divided rural roadway between the corridor limits. 2. This is a low volume roadway segment with vehicles operating at speed higher than the posted speed limits. 3. Recent and on‐going construction activity was observed along CR 218 near the intersection of CR 739 Henley Rd. during the field review. 4. This roadway corridor is the primary access to the Penney Farms retirement community. 5. No turn lanes were observed along this corridor which contains residential driveways. 6. No other major concerns were observed during the field visit.
Looking Eastbound on CR 218
Primary Access to Penny Farms
CR 739 Henley Rd. Corridor (Between CR 218 and CR 209 Russell Rd.) 1. The CR 739 Henley Rd. corridor is a 2‐lane un‐divided rural roadway between the corridor limits which is being converted into a 4‐lane divided roadway. 2. This is a high volume roadway segment with vehicles operating at speed higher than the posted speed limits. 3. Recent on‐going construction activity was observed along CR 739 Henley Rd. corridor during the field review. 4. No other major concerns were observed during the field visit.
Construction along CR 739 Henley Rd.
CR 209 Russell Rd. Corridor (Between CR 739 Henley Rd. and CR 220 Doctor Inlet Rd.) 1. The CR 209 Russell Rd. corridor is a 2‐lane un‐divided rural roadway between the corridor limits with turn lanes for left turning vehicles present along the corridor. 2. This is a high volume roadway segment with vehicles operating at speed higher than the posted speed limits. 3. Recent on‐going construction activity was observed along CR 209 Russell Rd. corridor near the intersection of CR 239 Henley Rd. during the field review. 4. No other major concerns were observed during the field visit. CR 220 Doctor Inlet Rd. Corridor (Between SR 21 Blanding Blvd. and CR 224 College Dr.): 1. The CR 220 Doctor Inlet Rd. corridor is a 2‐lane un‐divided rural roadway between SR 21 Blanding Blvd. and Knight Boxx Rd. and a 4‐lane roadway with a center two‐way left turn lane in the middle with some access management between Knight Boxx Rd. and CR 224 College Dr. 2. The Middleburg High School is located along this roadway and high speed vehicular traffic along CR 220 Doctor Inlet Rd. was observed during the field visit. Vehicular volume was observed to be operating at speeds much higher than posted speed limits along this roadway corridor.
3. High vehicular volume and bumper‐to‐bumper traffic along CR 220 Doctor Inlet Rd. was observed during the field visit. 4. No turn lanes were observed along this corridor which contains closely spaced driveways. 5. Recent on‐going construction activity was observed along CR 220 Doctor Inlet Rd. during the field review. 6. No other major concerns were observed during the field visit.
Looking Eastbound on CR 220 Doctor Inlet Road