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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <br />36: Industry Ave & NS5 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 <br />Sign Control Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 404 19 82 590 0 19 0 75 0 0 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) 0 439 21 89 641 0 21 0 82 0 0 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 641 460 1269 1269 449 1351 1279 641 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 641 460 1269 1269 449 1351 1279 641 <br />tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br />tC, 2 stage (s) <br />tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br />p0 queue free % 100 92 85 100 87 100 100 100 <br />cM capacity (veh/h) 943 1101 136 155 610 104 152 475 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 460 730 102 0 <br />Volume Left 0 89 21 0 <br />Volume Right 21 0 82 0 <br />cSH 943 1101 358 1700 <br />Volume to Capacity 0.00 0.08 0.29 0.00 <br />Queue Length (ft) 0 7 29 0 <br />Control Delay (s) 0.0 2.0 19.0 0.0 <br />Lane LOS A C A <br />Approach Delay (s) 0.0 2.0 19.0 0.0 <br />Approach LOS C A <br />Intersection Summary <br />Average Delay 2.6 <br />Intersection Capacity Utilization 79.2% ICU Level of Service C <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 11 <br />Meyer, Mohaddes Associates Inc. <br />