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HomeMy WebLinkAboutApplication Files_85048_pg0093 ' HCM Unsi nalized Intersection Capacity Analysis Fed-Ex Distribution Center South Windsor 9 p tY Y , 11: Route 194 & West Road 2013 Background AM Peak --- '4- Movement EBT EBR WBL WBT NBL NBR Lane Configurations '* 4 Sign Control Free Free Stop ' Grade 0% 0% 0% Volume(veh/h) 484 5 48 557 7 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 526 5 52 605 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 vC, conflicting volume 532 1239 529 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 532 1239 529 ' 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 96 96 ' cM capacity(veh/h) 1036 184 550 Direction, Lane# EB 1 WB 1 NB 1 Volume Total 532 658 32 ' Volume Left 0 52 8 Volume Right 5 0 24 cSH 1700 1036 372 ' Volume to Capacity 0.31 0.05 0.08 Queue Length (ft) 0 4 7 Control Delay(s) 0.0 1.3 15.6 ' Lane LOS A C Approach Delay(s) 0.0 1.3 15.6 Approach LOS C Intersection Summary ' Average Delay 1.1 Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 ' 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Pagel