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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Existing <br />13: Industry Ave & Ramsey Blvd Timing Plan: AM Peak <br />Movement <br />Lane Configurations <br />Sign Control <br />Volume (veh/h) <br />Peak Hour Factor <br />Hourly flow rate (veh/h) <br />Direction, Lane # <br />Volume Total (vph) <br />Volume Left (vph) <br />Volume Right (vph) <br />Hadj (s) <br />Departure Headway (s) <br />Degree Utilization, x <br />Capacity (veh/h) <br />Control Delay (s) <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBL EBT EBR WBL <br />r <br />Sto p <br />2 162 23 13 <br />0.92 0.92 0.92 0.92 <br />2 176 25 14 <br />EB 1 EB 2 WB 1 WB 2 <br />178 25 46 16 <br />2 0 14 0 <br />0 25 0 16 <br />0.0 -0.6 0.1 -0.6 <br />5.8 5.2 6.1 5.4 <br />0.29 0.04 0.08 0.02 <br />582 641 544 606 <br />9.9 7.2 8.4 7.3 <br />9.6 8.1 <br />A A <br />1- <br />WBT WBR NBL NBT NBR SBL SBT SBR <br />r r r <br />Stop Stop Stop <br />29 15 4 51 21 122 214 3 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />32 16 4 55 23 133 233 3 <br />NB 1 <br />60 <br />4 <br />0 <br />0.0 <br />5.7 <br />0.09 <br />597 <br />8.1 <br />7.8 <br />A <br />NB 2 <br />23 <br />0 <br />23 <br />-0.6 <br />5.1 <br />0.03 <br />663 <br />7.0 <br />SB 1 <br />365 <br />133 <br />0 <br />0.1 <br />5.4 <br />0.55 <br />641 <br />13.7 <br />13.6 <br />B <br />SB 2 <br />3 <br />0 <br />3 <br />-0.6 <br />4.8 <br />0.00 <br />719 <br />6.6 <br />Delay <br />HCM Level of Service <br />Intersection Capacity Utilization <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />11.3 <br />B <br />42.5% <br />ICU Level of Service <br />A <br />Page 2 <br />Meyer, Mohaddes Associates Inc. <br />