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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />12: Industry Ave & Armstrong Blvd Timing Plan: AM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations r 4 r t, <br />Sign Control Stop Stop Free Free <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 0 0 72 0 95 0 98 63 259 316 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 78 0 103 0 107 68 282 343 0 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) 8 <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume 1065 1082 172 841 1013 107 343 175 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1065 1082 172 841 1013 107 343 175 <br />tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 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 64 100 89 100 80 <br />cM capacity (veh/h) 133 173 842 218 190 927 1212 1399 <br />Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 <br />Volume Total 0 182 107 68 453 172 <br />Volume Left 0 78 0 0 282 0 <br />Volume Right 0 103 0 68 0 0 <br />cSH 1700 505 1212 1700 1399 1700 <br />Volume to Capacity 0.00 0.36 0.00 0.04 0.20 0.10 <br />Queue Length (ft) 0 40 0 0 19 0 <br />Control Delay (s) 0.0 18.5 0.0 0.0 5.8 0.0 <br />Lane LOS A C A <br />Approach Delay (s) 0.0 18.5 0.0 4.2 <br />Approach LOS A C <br />Intersection Summary <br />Average Delay 6.1 <br />Intersection Capacity Utilization 33.3% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 1 <br />Meyer, Mohaddes Associates Inc. <br />