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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <br />24: Sunwood DR & Industry Ave Timing Planl: PM 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) 3 54 473 0 41 22 362 443 0 20 299 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 59 514 0 45 24 393 482 0 22 325 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 1683 1637 325 2180 1637 482 325 482 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1683 1637 325 2180 1637 482 325 482 <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 % 87 13 28 100 34 96 68 98 <br />cM capacity (veh/h) 26 67 716 2 67 585 1235 1081 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 576 68 393 482 0 22 325 0 <br />Volume Left 3 0 393 0 0 22 0 0 <br />Volume Right 514 24 0 0 0 0 0 0 <br />cSH 335 97 1235 1700 1700 1081 1700 1700 <br />Volume to Capacity 1.72 0.70 0.32 0.28 0.00 0.02 0.19 0.00 <br />Queue Length (ft) 902 89 35 0 0 2 0 0 <br />Control Delay (s) 362.7 102.6 9.3 0.0 0.0 8.4 0.0 0.0 <br />Lane LOS F F A A <br />Approach Delay (s) 362.7 102.6 4.2 0.5 <br />Approach LOS F F <br />Intersection Summary <br />Average Delay 117.8 <br />Intersection Capacity Utilization 85.7% ICU Level of Service D <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 6 <br />Meyer, Mohaddes Associates Inc. <br />