Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
7: McFarlane Rd. & Craig Road 2/14/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 52 0 34 0 236 43 45 303 0
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Hourly flow rate (vph) 0 0 0 57 0 37 0 257 47 49 329 0
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 744 730 329 707 707 280 329 303
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 744 730 329 707 707 280 329 303
tC, single (s) 7.1 6.5 6.2 7.2 6.6 6.3 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2
p0 queue free % 100 100 100 83 100 95 100 96
cM capacity (veh/h) 305 336 712 331 338 743 1213 1269
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total 0 93 303 378
Volume Left 0 57 0 49
Volume Right 0 37 47 0
cSH 1700 424 1213 1269
Volume to Capacity 0.00 0.22 0.00 0.04
Queue Length 95th (ft) 0 21 0 3
Control Delay (s) 0.0 15.9 0.0 1.4
Lane LOS A C A
Approach Delay (s) 0.0 15.9 0.0 1.4
Approach LOS A C
Intersection Summary
Average Delay 2.6
Intersection Capacity Utilization 48.4% ICU Level of Service A
Analysis Period (min) 15
West Plains Development Traffic Impact Analysis 5:00 pm 2/8/2011 2032 Alternative 3 Buildout
Synchro 7 - Report
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