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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />27: Sunwood Dr & Armstrong Blvd Timing Plan: AM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Sign Control Stop Stop Free Free <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 0 0 174 0 24 0 151 268 66 420 0 <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) 0 0 0 189 0 26 0 164 291 72 457 0 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft) 1007 <br />pX, platoon unblocked <br />vC, conflicting volume 936 1055 457 910 910 310 457 455 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 936 1055 457 910 910 310 457 455 <br />tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 <br />tC, 2 stage (s) <br />tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 <br />p0 queue free % 100 100 100 22 100 96 100 94 <br />cM capacity (veh/h) 225 211 604 243 257 730 1104 1105 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 0 215 455 528 <br />Volume Left 0 189 0 72 <br />Volume Right 0 26 291 0 <br />cSH 1700 264 1104 1105 <br />Volume to Capacity 0.00 0.81 0.00 0.06 <br />Queue Length (ft) 0 161 0 5 <br />Control Delay (s) 0.0 59.0 0.0 1.8 <br />Lane LOS A F A <br />Approach Delay (s) 0.0 59.0 0.0 1.8 <br />Approach LOS A F <br />Intersection Summary <br />Average Delay 11.4 <br />Intersection Capacity Utilization 76.6% ICU Level of Service C <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 8 <br />Meyer, Mohaddes Associates Inc. <br />