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Appendix 5.7-1

Traffic Analysis Data

HCM Signalized Intersection Capacity Analysis 18: Fernandez Juncos & Cll Dr. Manuel Fernandez Pavia

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

726 1900 5.0 0.95 1.00 1.00 3539 1.00 3539 0.92 789 0 789 NA 4

0 1900

0 1900

0 1900

0 1900

0 1900

0 1900

0 1900

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

329 1900 5.0 1.00 0.85 1.00 1583 1.00 1583 0.92 358 36 322 Perm

0 1900

0.92 0 0 0

289 1900 5.0 1.00 1.00 1.00 1863 1.00 1863 0.92 314 0 314 NA 2

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0 Perm 4

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 2030 No Build AM Peak Hour Consultant: Antonio Di Mambro, P.C. Subconsultant: Epsilon Associates, Inc.

8

19.0 19.0 0.34 5.0 3.0 1199 c0.22

27.1 27.1 0.48 5.0 3.0 900 0.17

0.66 15.8 1.00 1.3 17.1 B 17.1 B

0.35 9.0 1.00 1.1 10.1 B 10.6 B

0.0 A 14.1 0.52 56.1 48.8% 15

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

2 27.1 27.1 0.48 5.0 3.0 765 c0.20 0.42 9.4 1.00 1.7 11.1 B

0.0 A

B 10.0 A

Synchro 8 Report Page 41 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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