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Appendix 5.7-1

Traffic Analysis Data

HCM Unsignalized Intersection Capacity Analysis 36: Ave Borinquen & PR-1 Off-Ramp

11/11/2011

Movement Lane Configurations Sign Control Volume (vph) Peak Hour Factor Hourly flow rate (vph)

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0.92 0

Stop 15 0.92 16

94 0.92 102

24 0.92 26

Stop 89 0.92 97

0 0.92 0

0 0.92 0

Stop 0 0.92 0

0 0.92 0

513 0.92 558

Yield 37 0.92 40

2 0.92 2

Direction, Lane # Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS

EB 1 16 0 0 0.03 6.3 0.03 528 8.3 8.5 A

WB 1 123 26 0 0.08 5.9 0.20 568 10.4 10.4 B

SB 1 600 558 2 0.22 4.8 0.80 734 24.3 24.3 C

Intersection Summary Delay HCM Level of Service Intersection Capacity Utilization Analysis Period (min)

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

EB 2 102 0 102 -0.67 5.6 0.16 591 8.5

20.0 C 52.3% 15

ICU Level of Service

A

Synchro 8 Report Page 17 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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