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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Existing <br />19: Industry Ave & Sunfish Lake Blvd Timing Planl: AM Peak <br />At <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations 4 r 4 r 4 r <br />Sign Control Stop Stop Stop Stop <br />Volume (veh/h) 15 280 47 76 105 17 72 75 45 46 178 8 <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) 16 304 51 83 114 18 78 82 49 50 193 9 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 <br />Volume Total (vph) 321 51 197 18 160 49 252 <br />Volume Left (vph) 16 0 83 0 78 0 50 <br />Volume Right (vph) 0 51 0 18 0 49 9 <br />Hadj (s) 0.0 -0.6 0.1 -0.6 0.1 -0.6 0.1 <br />Departure Headway (s) 6.3 5.7 6.6 5.9 6.8 6.1 6.6 <br />Degree Utilization, x 0.56 0.08 0.36 0.03 0.30 0.08 0.46 <br />Capacity (veh/h) 546 595 510 560 486 543 512 <br />Control Delay (s) 15.9 8.0 12.1 7.9 11.5 8.4 15.3 <br />Approach Delay (s) 14.9 11.8 10.8 15.3 <br />Approach LOS B B B C <br />Intersection Summary <br />Delay 13.5 <br />HCM Level of Service B <br />Intersection Capacity Utilization 62.9% ICU Level of Service B <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />