Page 151

Appendix 5.7-1

Traffic Analysis Data

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

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

638 1900 5.0 0.95 0.96 1.00 3383 1.00 3383 0.92 693 0 982 NA 4

266 1900

0 1900

0 1900

0 1900

0 1900

0 1900

92 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

0.92 100 0 0 Perm

119 1900 5.0 1.00 1.00 0.98 1823 0.98 1823 0.92 129 0 229 NA 6

0 1900

0.92 289 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 2030 No-Build PM Peak Hour Consultant: Antonio Di Mambro, P.C. Subconsultant: Epsilon Associates, Inc.

22.7 22.7 0.43 5.0 3.0 1452 c0.29

22.7 22.7 0.43 5.0 3.0 799 0.00

0.68 12.1 1.00 1.3 13.4 B 13.4 B

0.00 8.6 1.00 0.0 8.6 A 8.6 A 13.3 0.51 52.9 45.8% 15

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

6

0.92 0 0 0

20.2 20.2 0.38 5.0 3.0 696 0.13 0.33 11.6 1.00 1.3 12.8 B 12.8 B

0.0 A B 10.0 A

Synchro 8 Report Page 57 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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