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HomeMy WebLinkAboutApplication Files_85048_pg0082 HCM Unsignalized Intersection Capacity Analysis ' 8: Route 194 & Kennedy Road 12/2/2010 ' Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 '& 4 r Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h) 1 564 5 7 533 1 8 1 11 5 1 1 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) 1 613 5 8 579 1 9 1 12 5 1 1 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 580 618 1215 1214 616 1226 1216 580 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 580 618 1215 1214 616 1226 1216 580 ' 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 % 100 99 94 99 98 96 99 100 cM capacity (veh/h) 994 962 156 180 491 150 179 514 Direction, Lane# EB 1 WB 1 NB 1 NB 2 SB 1 ' Volume Total 620 588 10 12 8 Volume Left 1 8 9 0 5 Volume Right 5 1 0 12 1 ' cSH 994 962 158 491 171 Volume to Capacity 0.00 0.01 0.06 0.02 0.04 Queue Length (ft) 0 1 5 2 3 Control Delay(s) 0.0 0.2 29.2 12.5 27.0 ' Lane LOS A A D B D Approach Delay(s) 0.0 0.2 20.0 27.0 Approach LOS C D ' Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 46.7% ICU Level of Service A ' Analysis Period (min) 15 ' Fed-Ex Distribution Center, South Windsor 12/1/2010 2010 Existing PM Peak Synchro 6 Report Bubaris Traffic Associates Page 1