Appendix D Traffic Impact Analysis - westplainseis.com

HCM Signalized Intersection Capacity Analysis
4: Hwy. 2 & Garfield St. 1/18/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 109 1246 7 38 1241 187 37 16 97 143 12 85
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 0.85 0.91 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 0.96 1.00
Satd. Flow (prot) 1787 3571 1787 3574 1599 1679 1816 1615
Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.88 0.55 1.00
Satd. Flow (perm) 1787 3571 1787 3574 1599 1504 1047 1615
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 117 1340 8 41 1334 201 40 17 104 154 13 91
RTOR Reduction (vph) 0 0 0 0 0 83 0 54 0 0 0 72
Lane Group Flow (vph) 117 1348 0 41 1334 118 0 107 0 0 167 19
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 2% 2% 2% 0% 0% 0%
Turn Type Prot Prot Perm Perm Perm Perm
Protected Phases 1 6 5 2 4 8
Permitted Phases 2 4 8 8
Actuated Green, G (s) 12.7 62.5 5.0 54.8 54.8 22.1 22.1 22.1
Effective Green, g (s) 12.7 62.5 5.0 54.8 54.8 22.1 22.1 22.1
Actuated g/C Ratio 0.12 0.59 0.05 0.52 0.52 0.21 0.21 0.21
Clearance Time (s) 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0
Vehicle Extension (s) 3.0 3.0 3.0 3.1 3.1 3.0 3.0 3.0
Lane Grp Cap (vph) 215 2114 85 1855 830 315 219 338
v/s Ratio Prot c0.07 c0.38 0.02 c0.37
v/s Ratio Perm 0.07 0.07 c0.16 0.01
v/c Ratio 0.54 0.64 0.48 0.72 0.14 0.34 0.76 0.06
Uniform Delay, d1 43.7 14.1 49.0 19.5 13.2 35.5 39.3 33.4
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.8 0.6 4.3 1.4 0.1 0.6 14.5 0.1
Delay (s) 46.5 14.8 53.3 20.9 13.3 36.2 53.8 33.5
Level of Service D B D C B D D C
Approach Delay (s) 17.3 20.7 36.2 46.6
Approach LOS B C D D
Intersection Summary
HCM Average Control Delay 21.9 HCM Level of Service C
HCM Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 105.6 Sum of lost time (s) 21.5
Intersection Capacity Utilization 69.2% ICU Level of Service C
Analysis Period (min) 15
c Critical Lane Group
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