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HomeMy WebLinkAboutApplication Files_85048_pg0121 HCM Unsignalized Intersection Capacity Analysis Fed-Ex Distribution Center, South Windsor ' 8: Route 194 & Kennedy Road 2013 Combined PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 4 IV 41 Sign Control Free Free Stop Stop ' Grade 0% 0% 0% 0% Volume(veh/h) 59 589 5 7 557 9 8 1 11 10 1 36 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) 64 640 5 8 605 10 9 1 12 11 1 39 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 615 646 1436 1402 643 1409 1399 610 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 615 646 1436 1402 643 1409 1399 610 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 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 % 93 99 91 99 97 90 99 92 cM capacity(veh/h) 950 940 96 129 474 104 130 489 Direction, Lane# EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 710 623 10 12 51 ' Volume Left 64 8 9 0 11 Volume Right 5 10 0 12 39 cSH 950 940 99 474 265 Volume to Capacity 0.07 0.01 0.10 0.03 0.19 Queue Length 95th (ft) 5 1 8 2 17 Control Delay (s) 1.7 0.2 45.5 12.8 21.8 Lane LOS A A E B C Approach Delay (s) 1.7 0.2 27.5 21.8 Approach LOS D C Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period(min) 15 ' 12/31/2010 Synchro 6 Report Bubaris Traffic Associates Page 1 t