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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Existing <br />12: Industry Ave & Armstrong Blvd Timing Plan: PM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations 4.14 r r '+ <br />Sign Control Stop Stop Free Free <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 0 0 55 2 122 4 265 27 39 150 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 0 0 60 2 133 4 288 29 42 163 0 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) 8 <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume 612 574 82 463 545 288 163 317 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 612 574 82 463 545 288 163 317 <br />tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 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 % 100 100 100 87 99 81 100 97 <br />cM capacity (veh/h) 297 412 962 468 428 709 1413 1239 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 <br />Volume Total 0 195 292 29 124 82 <br />Volume Left 0 60 4 0 42 0 <br />Volume Right 0 133 0 29 0 0 <br />cSH 1700 1040 1413 1700 1239 1700 <br />Volume to Capacity 0.00 0.19 0.00 0.02 0.03 0.05 <br />Queue Length (ft) 0 17 0 0 3 0 <br />Control Delay (s) 0.0 12.1 0.1 0.0 2.9 0.0 <br />Lane LOS A B A A <br />Approach Delay (s) 0.0 12.1 0.1 1.8 <br />Approach LOS A B <br />Intersection Summary <br />Average Delay 3.8 <br />Intersection Capacity Utilization 30.3% ICU Level of Service A <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 1 <br />Meyer, Mohaddes Associates Inc. <br />