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HomeMy WebLinkAboutApplication Files_85048_pg0092 HCM Unsignalized Intersection Capacity Analysis Fed-Ex Distribution Center, South Windsor ' 8: Route 194 & Kennedy Road 2013 Background` AM Peak ' Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 14 4 r Sign Control Free Free Stop Stop ' Grade 0% 0% 0% 0% Volume (veh/h) 6 483 9 13 544 7 2 1 2 4 1 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 525 10 14 591 8 2 1 2 4 1 3 ' Pedestrians Lane Width (ft) Walking Speed (ft/s) ' Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 599 535 1170 1170 530 1169 1171 595 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 599 535 1170 1170 530 1169 1171 595 ' tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 ' p0 queue free % 99 99 99 99 100 97 99 99 cM capacity(veh/h) 978 1033 165 189 549 166 189 504 Direction, Lane# EB 1 WB 1 NB 1 NB 2 SB 1 ' Volume Total 541 613 3 2 9 Volume Left 7 14 2 0 4 Volume Right 10 8 0 2 3 cSH 978 1033 173 549 226 Volume to Capacity 0.01 0.01 0.02 0.00 0.04 Queue Length (ft) 1 1 1 0 3 Control Delay(s) 0.2 0.4 26.3 11.6 21.5 Lane LOS A A D B C Approach Delay(s) 0.2 0.4 20.4 21.5 Approach LOS C C ' Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 ' 1212/2010 Synchro 6 Report Bubaris Traffic Associates Pagel