Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
10: SR-902 & Craig 2/10/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 95 346 11 17 346 136 6 151 6 165 194 237
Sign Control Free Free Stop Stop
Grade 0% 0% 0% 0%
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Hourly flow rate (vph) 106 384 12 19 384 151 7 168 7 183 216 263
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 536 397 1395 1175 391 1184 1106 460
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 536 397 1395 1175 391 1184 1106 460
tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2
tC, 2 stage (s)
tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3
p0 queue free % 90 98 0 1 99 0 0 56
cM capacity (veh/h) 1037 1173 0 169 658 9 187 603
Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1
Volume Total 106 397 19 536 181 662
Volume Left 106 0 19 0 7 183
Volume Right 0 12 0 151 7 263
cSH 1037 1700 1173 1700 0 30
Volume to Capacity 0.10 0.23 0.02 0.32 Err 21.76
Queue Length 95th (ft) 8 0 1 0 Err Err
Control Delay (s) 8.9 0.0 8.1 0.0 Err Err
Lane LOS A A F F
Approach Delay (s) 1.9 0.3 Err Err
Approach LOS F F
Intersection Summary
Average Delay
Err
Intersection Capacity Utilization 95.3% ICU Level of Service F
Analysis Period (min) 15
West Plains Development Traffic Impact Analysis
Synchro 7 - Report
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