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HomeMy WebLinkAboutApplication Files_85048_pg0099 HCM Unsi nalized Intersection Capacity Analysis Fed-Ex Distribution Center South Windsor 9 p Y Y 5: Route 194 & Commerce Way 2013 Background PM Peak -- ' Movement EBL EBT WBT WBR SBL SBR Lane Configurations *`t tt r Sign Control Free Free Stop ' Grade 0% 0% 0% Volume(veh/h) 30 751 699 10 17 85 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 816 760 11 18 92 Pedestrians Lane Width (ft) Walking Speed (ft/s) ' Percent Blockage Right turn flare(veh) Median type None Median storage veh) ' Upstream signal (ft) 848 405 pX, platoon unblocked 0.96 vC, conflicting volume 771 1233 380 ' vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 771 1197 380 ' tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 89 85 ' cM capacity(veh/h) 840 164 618 Direction, Lane# EB 1 EB 2 WB 1 WB 2 WB 3 SB 1 ' Volume Total 305 544 380 380 11 111 Volume Left 33 0 0 0 0 -18 Volume Right 0 0 0 0 11 92 cSH 840 1700 1700 1700 1700 423 ' Volume to Capacity 0.04 0.32 0.22 0.22 0.01 0.26 Queue Length (ft) 3 0 0 0 0 26 Control Delay(s) 1.4 0.0 0.0 0.0 0.0 16.5 ' Lane LOS A C Approach Delay(s) 0.5 0.0 16.5 Approach LOS C Intersection Summary ' Average Delay 1.3 Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15 ' 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Pagel