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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (Mitigated) <br />40: EW1 & Ramsey Blvd <br />Timing Plan PM Peak <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations r 11 ++ t1 fl <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Volume (veh/h) 0 310 345 636 411 96 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br />Hourly flow rate (veh/h) 0 337 375 691 447 104 <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) 910 918 <br />pX, platoon unblocked 0.95 <br />vC, conflicting volume 1542 223 551 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1517 223 551 <br />tC, single (s) 6.8 6.9 4.1 <br />tC, 2 stage (s) <br />tF (s) 3.5 3.3 2.2 <br />p0 queue free % 100 57 63 <br />cM capacity (veh/h) 66 780 1015 <br />Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 <br />Volume Total 337 375 346 346 223 223 104 <br />Volume Left 0 375 0 0 0 0 0 <br />Volume Right 337 0 0 0 0 0 104 <br />cSH 780 1015 1700 1700 1700 1700 1700 <br />Volume to Capacity 0.43 0.37 0.20 0.20 0.13 0.13 0.06 <br />Queue Length (ft) 55 43 0 0 0 0 0 <br />Control Delay (s) 13.1 10.6 0.0 0.0 0.0 0.0 0.0 <br />Lane LOS B B <br />Approach Delay (s) 13.1 3.7 0.0 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 4.3 <br />Intersection Capacity Utilization 39.9% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 7 <br />Meyer, Mohaddes Associates Inc. <br />