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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <br />40: EW1 & Ramsey Blvd <br />Timing Plan PM 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) 111 310 345 636 411 96 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br />Hourly flow rate (veh/h) 121 337 375 691 447 104 <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 1940 499 551 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1940 499 551 <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 />p0queue free % 0 41 63 <br />cM capacity (veh/h) 45 572 1019 <br />Direction, Lane # EB 1 NB 1 SB 1 <br />Volume Total 458 1066 551 <br />Volume Left 121 375 0 <br />Volume Right 337 0 104 <br />cSH 141 1019 1700 <br />Volume to Capacity 3.25 0.37 0.32 <br />Queue Length (ft) Err 43 0 <br />Control Delay (s) Err 8.0 0.0 <br />Lane LOS F A <br />Approach Delay (s) Err 8.0 0.0 <br />Approach LOS F <br />Intersection Summary <br />Average Delay 2209.2 <br />Intersection Capacity Utilization 124.4% ICU Level of Service H <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 13 <br />Meyer, Mohaddes Associates Inc. <br />