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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <br />29: EW1 & Armstronci Blvd I Timing Plan: AM Peak <br />At <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations r I, r iPi I, <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Volume (veh/h) 0 29 114 60 13 458 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br />Hourly flow rate (veh/h) 0 32 124 65 14 498 <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) 796 866 <br />pX, platoon unblocked 0.98 <br />vC, conflicting volume 650 124 189 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 643 124 189 <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 % 100 97 99 <br />cM capacity (veh/h) 425 927 1385 <br />Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 <br />Volume Total 32 124 65 14 498 <br />Volume Left 0 0 0 14 0 <br />Volume Right 32 0 65 0 0 <br />cSH 927 1700 1700 1385 1700 <br />Volume to Capacity 0.03 0.07 0.04 0.01 0.29 <br />Queue Length (ft) 3 0 0 1 0 <br />Control Delay (s) 9.0 0.0 0.0 7.6 0.0 <br />Lane LOS A A <br />Approach Delay (s) 9.0 0.0 0.2 <br />Approach LOS A <br />Intersection Summary <br />Average Delay 0.5 <br />Intersection Capacity Utilization 29.5% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />