Page 97

Appendix 5.7-1

Traffic Analysis Data

HCM Signalized Intersection Capacity Analysis 11: Cll Cerra & Fernandez Juncos

Movement Lane Configurations Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

11/11/2011

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 1900

491 1900 5.0 0.95 0.97 1.00 3446 1.00 3446 0.92 534 0 648 NA 4

105 1900

0 1900

0 1900

0 1900

0 1900

0 1900

38 1900

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 41 0 0 Perm

63 1900 5.0 1.00 1.00 0.98 1828 0.98 1828 0.92 68 0 109 NA 6

0 1900

0.92 114 0 0

2 1900 5.0 1.00 1.00 1.00 1863 1.00 1863 0.92 2 0 2 NA 8

0.92 0 0 0

Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

Tren Liviano EIS 2011 Existing AM Peak Hour Consultant: Antonio Di Mambro, P.C. Subconsultant: Epsilon Associates, Inc.

13.6 13.6 0.33 5.0 3.0 1151 c0.19

13.6 13.6 0.33 5.0 3.0 623 0.00

0.56 11.1 1.00 0.6 11.7 B 11.7 B

0.00 9.0 1.00 0.0 9.0 A 9.0 A 11.2 0.33 40.7 30.7% 15

HCM Level of Service Sum of lost time (s) ICU Level of Service

6

0.92 0 0 0

17.1 17.1 0.42 5.0 3.0 768 0.06 0.14 7.3 1.00 0.4 7.7 A 7.7 A

0.0 A B 10.0 A

Synchro 8 Report Page 3 Municipality of San Juan

Profile for Publicidad Tere Suarez

Appendix Vol 1 Part I.pdf  

Tren Liviano - Declaracion Impacto Ambiental

Appendix Vol 1 Part I.pdf  

Tren Liviano - Declaracion Impacto Ambiental

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