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HomeMy WebLinkAboutApplication Files_85048_pg0122 ' HCM Unsi nalized Intersection Capacity Analysis Fed-Ex Distribution Center, South Windsor g p Y 11: Route 194 & West Road 2013 Combined PM Peak Movement EBT EBR WBL WBT NBL NBR ' Lane Configurations 1i 4 Y Sign Control Free Free Stop Grade 0% 0% 0% ' Volume (veh/h) 600 11 30 564 9 72 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 652 12 33 613 10 78 ' 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 0.70 vC, conflicting volume 664 1336 658 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 664 1479 658 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 90 83 ' cM capacity(veh/h) 925 94 464 Direction, Lane# EB 1 WB 1 NB 1 Volume Total 664 646 88 ' Volume Left 0 33 10 Volume Right 12 0 78 cSH 1700 925 322 ' Volume to Capacity 0.39 0.04 0.27 Queue Length 95th (ft) 0 3 27 Control Delay (s) 0.0 0.9 20.3 Lane LOS A C ' Approach Delay(s) 0.0 0.9 20.3 Approach LOS C Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 12/31/2010 Synchro 6 Report Bubaris Traffic Associates Pagel