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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future Base (2007) <br />24: Sunwood Dr & Industry Ave Timing Plan: PM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations 4' r v 1 r <br />Sign Control Stop Stop Free Free <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 3 12 65 0 3 10 15 318 0 8 167 0 <br />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 <br />Hourly flow rate (veh/h) 3 13 71 0 3 11 16 346 0 9 182 0 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume 590 577 182 654 577 346 182 346 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 590 577 182 654 577 346 182 346 <br />tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 <br />tC, 2 stage (s) <br />tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 <br />p0 queue free % 99 97 92 100 99 98 99 99 <br />cM capacity (veh/h) 405 419 861 335 419 697 1394 1213 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 87 14 16 346 0 9 182 0 <br />Volume Left 3 0 16 0 0 9 0 0 <br />Volume Right 71 11 0 0 0 0 0 0 <br />cSH 717 605 1394 1700 1700 1213 1700 1700 <br />Volume to Capacity 0.12 0.02 0.01 0.20 0.00 0.01 0.11 0.00 <br />Queue Length (ft) 10 2 1 0 0 1 0 0 <br />Control Delay (s) 10.7 11.1 7.6 0.0 0.0 8.0 0.0 0.0 <br />Lane LOS B B A A <br />Approach Delay (s) 10.7 11.1 0.3 0.4 <br />Approach LOS B B <br />Intersection Summary <br />Average Delay 2.0 <br />Intersection Capacity Utilization 30.2% ICU Level of Service A <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 5 <br />Meyer, Mohaddes Associates Inc. <br />