Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future Base (2007) <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) 21 313 52 84 117 19 79 85 50 51 197 10 <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) 23 340 57 91 127 21 86 92 54 55 214 11 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 <br />Volume Total (vph) 363 57 218 21 178 54 280 <br />Volume Left (vph) 23 0 91 0 86 0 55 <br />Volume Right (vph) 0 57 0 21 0 54 11 <br />Hadj (s) 0.0 -0.6 0.1 -0.6 0.1 -0.6 0.1 <br />Departure Headway (s) 6.7 6.0 7.0 6.3 7.2 6.5 7.0 <br />Degree Utilization, x 0.67 0.09 0.43 0.04 0.36 0.10 0.55 <br />Capacity (veh/h) 524 567 483 526 461 510 487 <br />Control Delay (s) 21.0 8.5 13.9 8.4 12.9 9.0 18.2 <br />Approach Delay (s) 19.3 13.5 12.0 18.2 <br />Approach LOS C B B C <br />Intersection Summary <br />Delay 16.4 <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 />