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HomeMy WebLinkAboutApplication Files_85048_pg0112 HCM Unsignalized Intersection Capacity Analysis Fed-Ex Distribution Center, South Windsor 11: Route 194 & West Road 2013 Combined AM Peak ' Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1* 4 Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 492 5 48 564 7 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 535 5 52 613 8 24 ' Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None Median storage veh) Upstream signal (ft) 648 pX, platoon unblocked 0.73 vC, conflicting volume 540 1255 538 vC1, stage 1 conf vol ' vC2, stage 2 conf vol vCu, unblocked vol 540 1347 538 tC, single (s) 4.1 6.4 6.2 ' tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 93 96 ' cM capacity(veh/h) 1028 116 544 Direction, Lane# EB 1 WB 1 NB 1 Volume Total 540 665 32 Volume Left 0 52 8 Volume Right 5 0 24 cSH 1700 1028 288 ' Volume to Capacity 0.32 0.05 0.11 Queue Length 95th (ft) 0 4 9 Control Delay(s) 0.0 1.3 19.1 Lane LOS A C ' Approach Delay (s) 0.0 1.3 19.1 Approach LOS C Intersection Summary ' Average Delay 1.2 Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 12/31/2010 Synchro 6 Report Bubaris Traffic Associates Pagel