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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Existing <br />19: Industry Ave & Sunfish Lake Blvd Timing Plan: PM Peak <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) 33 144 96 80 232 43 61 236 78 37 129 7 <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) 36 157 104 87 252 47 66 257 85 40 140 8 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 <br />Volume Total (vph) 192 104 339 47 323 85 188 <br />Volume Left (vph) 36 0 87 0 66 0 40 <br />Volume Right (vph) 0 104 0 47 0 85 8 <br />Hadj (s) 0.1 -0.6 0.1 -0.6 0.1 -0.6 0.1 <br />Departure Headway (s) 7.2 6.6 7.0 6.4 7.0 6.4 7.5 <br />Degree Utilization, x 0.38 0.19 0.66 0.08 0.63 0.15 0.39 <br />Capacity (veh/h) 472 513 497 537 491 535 450 <br />Control Delay (s) 13.4 9.9 21.4 8.7 20.0 9.3 15.2 <br />Approach Delay (s) 12.2 19.9 17.8 15.2 <br />Approach LOS B C C C <br />Intersection Summary <br />Delay 16.7 <br />HCM Level of Service C <br />Intersection Capacity Utilization 68.9% ICU Level of Service B <br />Ramsey AUAR <br />03/19/2003 <br />MEYERMMINN-SX51 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />