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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Existing <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 11 59 0 3 9 14 290 0 7 147 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 12 64 0 3 10 15 315 0 8 160 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 532 521 160 591 521 315 160 315 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 532 521 160 591 521 315 160 315 <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 93 100 99 99 99 99 <br />cM capacity (veh/h) 444 452 885 376 452 725 1419 1245 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 79 13 15 315 0 8 160 0 <br />Volume Left 3 0 15 0 0 8 0 0 <br />Volume Right 64 10 0 0 0 0 0 0 <br />cSH 747 630 1419 1700 1700 1245 1700 1700 <br />Volume to Capacity 0.11 0.02 0.01 0.19 0.00 0.01 0.09 0.00 <br />Queue Length (ft) 9 2 1 0 0 0 0 0 <br />Control Delay (s) 10.4 10.8 7.6 0.0 0.0 7.9 0.0 0.0 <br />Lane LOS B B A A <br />Approach Delay (s) 10.4 10.8 0.3 0.4 <br />Approach LOS B B <br />Intersection Summary <br />Average Delay 1.9 <br />Intersection Capacity Utilization 28.1 % ICU Level of Service A <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 5 <br />Meyer, Mohaddes Associates Inc. <br />