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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />29: Industry Ave & NS5 } Timing Plan: AM Peak <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) 0 403 16 44 193 0 19 0 42 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) 0 438 17 48 210 0 21 0 46 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 210 455 752 752 447 798 761 210 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 210 455 752 752 447 798 761 210 <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 96 93 100 93 100 100 100 <br />cM capacity (veh/h) 1361 1105 316 324 612 272 321 830 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 455 258 66 0 <br />Volume Left 0 48 21 0 <br />Volume Right 17 0 46 0 <br />cSH 1361 1105 473 1700 <br />Volume to Capacity 0.00 0.04 0.14 0.00 <br />Queue Length (ft) 0 3 12 0 <br />Control Delay (s) 0.0 1.9 13.8 0.0 <br />Lane LOS A B A <br />Approach Delay (s) 0.0 1.9 13.8 0.0 <br />Approach LOS B A <br />Intersection Summary <br />Average Delay 1.8 <br />Intersection Capacity Utilization 51.7% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 9 <br />Meyer, Mohaddes Associates Inc. <br />