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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <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) 44 374 53 85 251 19 83 86 50 51 200 41 <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) 48 407 58 92 273 21 90 93 54 55 217 45 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 <br />Volume Total (vph) 454 58 365 21 184 54 317 <br />Volume Left (vph) 48 0 92 0 90 0 55 <br />Volume Right (vph) 0 58 0 21 0 54 45 <br />Hadj (s) 0.1 -0.6 0.1 -0.6 0.1 -0.6 0.0 <br />Departure Headway (s) 7.5 6.9 7.7 7.1 8.4 7.7 8.1 <br />Degree Utilization, x 0.95 0.11 0.79 0.04 0.43 0.12 0.71 <br />Capacity (veh/h) 454 505 449 484 396 432 420 <br />Control Delay (s) 55.2 9.5 32.5 9.2 16.4 10.6 28.8 <br />Approach Delay (s) 50.0 31.3 15.1 28.8 <br />Approach LOS F D C D <br />Intersection Summary <br />Delay 34.7 <br />HCM Level of Service D <br />Intersection Capacity Utilization 84.0% ICU Level of Service D <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 4 <br />Meyer, Mohaddes Associates Inc. <br />