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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />24: Sunwood Dr & Industry Ave Timing Planl: AM Peak <br />at <br />v d <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 19 48 0 35 11 147 161 0 12 419 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 21 52 0 38 12 160 175 0 13 455 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 1007 976 455 1039 977 175 457 175 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1007 976 455 1039 977 175 457 175 <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 90 91 100 82 99 86 99 <br />cM capacity (veh/h) 165 213 605 156 212 868 1104 1401 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 73 50 160 175 0 13 455 1 <br />Volume Left 0 0 160 0 0 13 0 0 <br />Volume Right 52 12 0 0 0 0 0 1 <br />cSH 397 259 1104 1700 1700 1401 1700 1700 <br />Volume to Capacity 0.18 0.19 0.14 0.10 0.00 0.01 0.27 0.00 <br />Queue Length (ft) 17 17 13 0 0 1 0 0 <br />Control Delay (s) 16.1 22.2 8.8 0.0 0.0 7.6 0.0 0.0 <br />Lane LOS C C A A <br />Approach Delay (s) 16.1 22.2 4.2 0.2 <br />Approach LOS C C <br />Intersection Summary <br />Average Delay 4.1 <br />Intersection Capacity Utilization 47.1% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 6 <br />Meyer, Mohaddes Associates Inc. <br />