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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Existing <br />13: Industry Ave & Ramsey Blvd Timing Plan: PM Peak <br />• <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations 4 r 4 r 4 r 4 r <br />Sign Control Stop Stop Stop Stop <br />Volume (veh/h) 4 60 7 16 147 108 19 226 15 37 124 6 <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) 4 65 8 17 160 117 21 246 16 40 135 7 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 <br />Volume Total (vph) 70 8 177 117 266 16 175 7 <br />Volume Left (vph) 4 0 17 0 21 0 40 0 <br />Volume Right (vph) 0 8 0 117 0 16 0 7 <br />Hadj (s) 0.0 -0.6 0.1 -0.6 0.0 -0.6 0.1 -0.6 <br />Departure Headway (s) 6.2 5.6 5.9 5.3 5.8 5.2 5.9 5.3 <br />Degree Utilization, x 0.12 0.01 0.29 0.17 0.43 0.02 0.29 0.01 <br />Capacity (veh/h) 531 584 573 636 599 657 574 637 <br />Control Delay (s) 8.9 7.5 10.2 8.2 11.8 7.1 10.1 7.1 <br />Approach Delay (s) 8.7 9.4 11.6 10.0 <br />Approach LOS A A B B <br />Intersection Summary <br />Delay 10.2 <br />HCM Level of Service B <br />Intersection Capacity Utilization 40.0% ICU Level of Service A <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 2 <br />Meyer, Mohaddes Associates Inc. <br />