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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <br />36: Industry Ave & NS5 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 t II ft <br />Sign Control Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 0 403 16 44 176 0 19 0 94 0 0 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) 0 438 17 48 191 0 21 0 102 0 0 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) 950 1302 <br />pX, platoon unblocked <br />vC, conflicting volume 191 455 638 734 228 608 742 96 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 191 455 638 734 228 608 742 96 <br />tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 <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 96 94 100 87 100 100 100 <br />cM capacity (veh/h) 1380 1102 349 331 775 319 327 942 <br />Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 SB 1 <br />Volume Total 292 163 48 96 96 123 0 <br />Volume Left 0 0 48 0 0 21 0 <br />Volume Right 0 17 0 0 0 102 0 <br />cSH 1700 1700 1102 1700 1700 643 1700 <br />Volume to Capacity 0.17 0.10 0.04 0.06 0.06 0.19 0.00 <br />Queue Length (ft) 0 0 3 0 0 18 0 <br />Control Delay (s) 0.0 0.0 8.4 0.0 0.0 11.9 0.0 <br />Lane LOS A B A <br />Approach Delay (s) 0.0 1.7 11.9 0.0 <br />Approach LOS B A <br />Intersection Summary <br />Average Delay 2.3 <br />Intersection Capacity Utilization 26.8% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 5 <br />Meyer, Mohaddes Associates Inc. <br />