Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
2: Hwy. 2 & Lundstrom St. 2/21/2011
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 46 2604 36 23 2463 40 0 0 48 0 0 53
Sign Control Free Free Stop Stop
Grade 0% 0% 0% 0%
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Hourly flow rate (vph) 47 2685 37 24 2539 41 0 0 49 0 0 55
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type TWLTL TWLTL
Median storage veh) 2 2
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 2580 2722 4151 5407 1342 4073 5403 1270
vC1, stage 1 conf vol 2779 2779 2587 2587
vC2, stage 2 conf vol 1372 2628 1487 2816
vCu, unblocked vol 2580 2722 4151 5407 1342 4073 5403 1270
tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9
tC, 2 stage (s) 6.5 5.5 6.5 5.5
tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3
p0 queue free % 72 84 100 100 66 100 100 66
cM capacity (veh/h) 167 149 13 0 145 18 5 162
Direction, Lane # EB 1 EB 2 EB 3 EB 4 WB 1 WB 2 WB 3 WB 4 NB 1 SB 1
Volume Total 47 1342 1342 37 24 1270 1270 41 49 55
Volume Left 47 0 0 0 24 0 0 0 0 0
Volume Right 0 0 0 37 0 0 0 41 49 55
cSH 167 1700 1700 1700 149 1700 1700 1700 145 162
Volume to Capacity 0.28 0.79 0.79 0.02 0.16 0.75 0.75 0.02 0.34 0.34
Queue Length 95th (ft) 28 0 0 0 14 0 0 0 35 35
Control Delay (s) 35.0 0.0 0.0 0.0 33.7 0.0 0.0 0.0 42.3 38.1
Lane LOS D D E E
Approach Delay (s) 0.6 0.3 42.3 38.1
Approach LOS E E
Intersection Summary
Average Delay 1.2
Intersection Capacity Utilization 82.0% ICU Level of Service D
Analysis Period (min) 15
Description: Add NB&SB Right turn bays-2012, Add EB/WB right turn lanes, Eliminate NB/SB LT movements (2032)
West Plains Development Traffic Impact Analysis
Synchro 7 - Report
2032-Alternative 1 Buildout-Mitigated Page 1