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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <br />14: Industry Ave & NS3 Timing Planl: AM Peak <br />At <br />v d <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Sign Control Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 2 305 39 78 130 4 29 3 80 15 10 6 <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) 2 332 42 85 141 4 32 3 87 16 11 7 <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) <br />pX, platoon unblocked <br />vC, conflicting volume 146 374 682 672 353 759 691 143 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 146 374 682 672 353 759 691 143 <br />tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br />tC, 2 stage (s) <br />tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br />p0 queue free % 100 93 91 99 87 94 97 99 <br />cM capacity (veh/h) 1436 1185 333 349 691 265 341 904 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 376 230 122 34 <br />Volume Left 2 85 32 16 <br />Volume Right 42 4 87 7 <br />cSH 1436 1185 530 335 <br />Volume to Capacity 0.00 0.07 0.23 0.10 <br />Queue Length (ft) 0 6 22 8 <br />Control Delay (s) 0.1 3.5 13.8 17.0 <br />Lane LOS A A BC <br />Approach Delay (s) 0.1 3.5 13.8 17.0 <br />Approach LOS B C <br />Intersection Summary <br />Average Delay 4.0 <br />Intersection Capacity Utilization 54.2% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />