Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
6: Deno Rd. & Craig Road 2/10/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 7 4 168 11 46 6 24 179 32 18 0
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Hourly flow rate (vph) 0 8 4 181 12 49 6 26 192 34 19 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 278 319 19 231 223 122 19 218
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 278 319 19 231 223 122 19 218
tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 100 99 100 74 98 95 100 97
cM capacity (veh/h) 619 583 1065 702 659 934 1610 1363
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total 12 242 225 54
Volume Left 0 181 6 34
Volume Right 4 49 192 0
cSH 698 737 1610 1363
Volume to Capacity 0.02 0.33 0.00 0.03
Queue Length 95th (ft) 1 36 0 2
Control Delay (s) 10.2 12.3 0.2 5.0
Lane LOS B B A A
Approach Delay (s) 10.2 12.3 0.2 5.0
Approach LOS B B
Intersection Summary
Average Delay 6.4
Intersection Capacity Utilization 45.3% ICU Level of Service A
Analysis Period (min) 15
West Plains Development Traffic Impact Analysis
Synchro 7 - Report
2032 Alternative 1 Buildout Page 6