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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />38: EW1 & Ramsey Blvd <br />Timing Plan AM Peak <br />Movement <br />EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Volume (veh/h) 70 151 196 178 620 78 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br />Hourly flow rate (veh/h) 76 164 213 193 674 85 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume 1336 716 759 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1336 716 759 <br />tC, single (s) 6.4 6.2 4.1 <br />tC, 2 stage (s) <br />tF (s) 3.5 3.3 2.2 <br />p0 queue free % 40 62 75 <br />cM capacity (veh/h) 127 430 853 <br />Direction, Lane # EB 1 NB 1 SB 1 <br />Volume Total 240 407 759 <br />Volume Left 76 213 0 <br />Volume Right 164 0 85 <br />cSH 245 853 1700 <br />Volume to Capacity 0.98 0.25 0.45 <br />Queue Length (ft) 230 25 0 <br />Control Delay (s) 96.1 7.0 0.0 <br />Lane LOS F A <br />Approach Delay (s) 96.1 7.0 0.0 <br />Approach LOS F <br />Intersection Summary <br />Average Delay 18.5 <br />Intersection Capacity Utilization 86.9% ICU Level of Service D <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 12 <br />Meyer, Mohaddes Associates Inc. <br />