Appendix D Traffic Impact Analysis - westplainseis.com

HCM Signalized Intersection Capacity Analysis
1: Hwy. 2 & Craig Road 2/9/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 93 1383 204 82 1146 154 133 40 66 113 37 72
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 5.5 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.90
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1787 3574 1599 1787 3574 1599 1787 1705 1787 1695
Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.52 1.00 0.44 1.00
Satd. Flow (perm) 1787 3574 1599 1787 3574 1599 983 1705 830 1695
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) 100 1487 219 88 1232 166 143 43 71 122 40 77
RTOR Reduction (vph) 0 0 49 0 0 63 0 48 0 0 56 0
Lane Group Flow (vph) 100 1487 170 88 1232 103 143 66 0 122 61 0
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%
Turn Type Prot Perm Prot Perm pm+pt pm+pt
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6 8 4
Actuated Green, G (s) 12.3 90.4 90.4 8.5 86.6 86.6 19.1 12.1 21.1 13.1
Effective Green, g (s) 12.3 90.4 90.4 8.5 86.6 86.6 19.1 12.1 21.1 13.1
Actuated g/C Ratio 0.09 0.65 0.65 0.06 0.62 0.62 0.14 0.09 0.15 0.09
Clearance Time (s) 5.5 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 157 2308 1032 108 2211 989 174 147 180 159
v/s Ratio Prot c0.06 c0.42 0.05 0.34 c0.04 0.04 0.04 0.04
v/s Ratio Perm 0.11 0.06 c0.07 0.06
v/c Ratio 0.64 0.64 0.16 0.81 0.56 0.10 0.82 0.45 0.68 0.38
Uniform Delay, d1 61.7 15.0 9.8 65.0 15.5 10.9 57.9 60.8 54.6 59.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.2 1.4 0.3 35.7 1.0 0.2 25.7 2.2 9.7 1.5
Delay (s) 69.9 16.4 10.2 100.7 16.6 11.1 83.6 62.9 64.3 61.2
Level of Service E B B F B B F E E E
Approach Delay (s) 18.6 20.9 74.4 62.8
Approach LOS B C E E
Intersection Summary
HCM Average Control Delay 26.1 HCM Level of Service C
HCM Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 21.0
Intersection Capacity Utilization 70.1% ICU Level of Service C
Analysis Period (min) 15
Description: Signalized, Optimized
c Critical Lane Group
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