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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (Mitigated) <br />26: Industry Ave & NS2 Timing Planl: PM Peak <br />At <br />v d <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations " II <br />Sign Control Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 45 241 34 78 424 4 60 1 59 2 0 3 <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) 49 262 37 85 461 4 65 1 64 2 0 3 <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 465 299 782 1013 149 926 1029 233 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 465 299 782 1013 149 926 1029 233 <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 % 96 93 75 99 93 99 100 100 <br />cM capacity (veh/h) 1092 1259 260 212 870 189 207 769 <br />Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 <br />Volume Total 49 175 124 85 307 158 130 5 <br />Volume Left 49 0 0 85 0 0 65 2 <br />Volume Right 0 0 37 0 0 4 64 3 <br />cSH 1092 1700 1700 1259 1700 1700 395 345 <br />Volume to Capacity 0.04 0.10 0.07 0.07 0.18 0.09 0.33 0.02 <br />Queue Length (ft) 4 0 0 5 0 0 35 1 <br />Control Delay (s) 8.4 0.0 0.0 8.1 0.0 0.0 18.5 15.6 <br />Lane LOS A A C C <br />Approach Delay (s) 1.2 1.2 18.5 15.6 <br />Approach LOS C C <br />Intersection Summary <br />Average Delay 3.5 <br />Intersection Capacity Utilization 40.5% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 2 <br />Meyer, Mohaddes Associates Inc. <br />