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HomeMy WebLinkAboutApplication Files_85048_pg0089 HCM Unsignalized Intersection Capacity Analysis Fed-Ex Distribution Center, South Windsor ' 5: Route 194 &.Commerce Way 2013 Background AM 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) 37 547 788 26 11 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 ' Hourly flow rate (vph) 40 595 857 28 12 26 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 ' vC, conflicting volume 885 1234 428 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 885 1234 428 ' tC, single (s) 4.1 6.8 6.9 tC, 2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free % 95 93 95 cM capacity (veh/h) 761 160 575 Direction, Lane# EB 1 EB 2 WB 1 WB 2 WB 3 SB 1 ' Volume Total 238 396 428 428 28 38 Volume Left 40 0 0 0 0 12 Volume Right 0 0 0 0 28 26 cSH 761 1700 1700 1700 1700 317 Volume to Capacity 0.05 0.23 0.25 0.25 0.02 0.12 Queue Length (ft) 4 0 0 0 0 10 Control Delay(s) 2.2 0.0 0.0 0.0 0.0 17.9 ' Lane LOS A C Approach Delay(s) 0.8 0.0 17.9 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 51.3% ICU Level of Service A ' Analysis Period (min) 15 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Pagel