Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
9: Thorpe & Craig 2/8/2011
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Volume (veh/h) 2 3 335 3 3 271
Sign Control Free Free Stop
Grade 0% 0% 0%
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Hourly flow rate (vph) 2 4 404 4 4 327
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 6 815 4
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 6 815 4
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 75 99 70
cM capacity (veh/h) 1628 260 1076
Direction, Lane # EB 1 WB 1 NB 1
Volume Total 6 407 330
Volume Left 0 404 4
Volume Right 4 0 327
cSH 1700 1628 1041
Volume to Capacity 0.00 0.25 0.32
Queue Length 95th (ft) 0 25 34
Control Delay (s) 0.0 7.9 10.1
Lane LOS A B
Approach Delay (s) 0.0 7.9 10.1
Approach LOS
B
Intersection Summary
Average Delay 8.8
Intersection Capacity Utilization 49.0% ICU Level of Service A
Analysis Period (min) 15
2012 plus Project, Alt. 1, PH1 Synchro 7 - Report
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