Page 96

Appendix 5.7-1

Traffic Analysis Data

HCM Signalized Intersection Capacity Analysis 10: Cll Roberto H Todd & 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

150 1900

432 1900 5.0 0.95 0.97 0.99 3396 0.89 3043 0.92 470 0 796 NA 4

150 1900

0 1900

0 1900

0 1900

0 1900

143 1900

260 1900

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 0 0 0

0.92 155 0 0

0.92 283 0 0 Perm

689 1900 5.0 0.95 1.00 0.99 3491 0.65 2284 0.92 749 0 1032 NA 6

0 1900

0.92 163 0 0

458 1900 5.0 0.95 0.96 1.00 3413 1.00 3413 0.92 498 0 653 NA 2

0.92 163 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 2011 Existing AM Peak Hour Consultant: Antonio Di Mambro, P.C. Subconsultant: Epsilon Associates, Inc.

8

17.8 17.8 0.30 5.0 3.0 906

6

32.0 32.0 0.54 5.0 3.0 1826 0.19

c0.26 0.88 20.0 1.00 9.7 29.6 C 29.6 C

0.0 A 19.7 0.86 59.8 77.4% 15

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

0.92 0 0 0

32.0 32.0 0.54 5.0 3.0 1222 c0.45 0.84 11.8 1.00 7.2 19.0 B 19.0 B

0.36 8.0 1.00 0.5 8.5 A 8.5 A B 10.0 D

Synchro 8 Report Page 2 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

Advertisement