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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Existing <br />24: Sunwood Dr & Industry Ave Timing Plan: AM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations I' r vi I' r <br />Sign Control Stop Stop Free Free <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 2 26 0 8 3 53 72 0 4 313 1 <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) 0 2 28 0 9 3 58 78 0 4 340 1 <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 550 542 340 572 543 78 341 78 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 550 542 340 572 543 78 341 78 <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 % 100 99 96 100 98 100 95 100 <br />cM capacity (veh/h) 421 425 702 396 424 982 1218 1520 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 30 12 58 78 0 4 340 1 <br />Volume Left 0 0 58 0 0 4 0 0 <br />Volume Right 28 3 0 0 0 0 0 1 <br />cSH 671 502 1218 1700 1700 1520 1700 1700 <br />Volume to Capacity 0.05 0.02 0.05 0.05 0.00 0.00 0.20 0.00 <br />Queue Length (ft) 4 2 4 0 0 0 0 0 <br />Control Delay (s) 10.6 12.3 8.1 0.0 0.0 7.4 0.0 0.0 <br />Lane LOS B B A A <br />Approach Delay (s) 10.6 12.3 3.4 0.1 <br />Approach LOS B B <br />Intersection Summary <br />Average Delay 1.9 <br />Intersection Capacity Utilization 27.9% ICU Level of Service A <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 5 <br />Meyer, Mohaddes Associates Inc. <br />