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Appendix 5.7-1

Traffic Analysis Data

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

548 1900 5.0 0.95 0.96 1.00 3404 1.00 3404 0.92 596 78 721 NA 4

187 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

372 1900 5.0 1.00 0.85 1.00 1583 1.00 1583 0.92 404 67 337 Perm

0 1900

0.92 203 0 0

272 1900 5.0 1.00 1.00 1.00 1863 1.00 1863 0.92 296 0 296 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 2011 Existing AM Peak Hour Consultant: Antonio Di Mambro, P.C. Subconsultant: Epsilon Associates, Inc.

8

14.3 14.3 0.33 5.0 3.0 1122 c0.21

19.1 19.1 0.44 5.0 3.0 820 0.16

0.64 12.4 1.00 1.3 13.6 B 13.6 B

0.36 8.1 1.00 1.2 9.3 A 10.3 B

0.0 A 12.1 0.55 43.4 52.5% 15

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

2 19.1 19.1 0.44 5.0 3.0 697 c0.21 0.48 8.6 1.00 2.4 11.0 B

0.0 A

B 10.0 A

Synchro 8 Report Page 5 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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