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HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <br />26: Industry Ave & NS2 Timing Plan: PM Peak <br />Movement <br />Lane Configurations <br />4+ 4+ 4+ 4+ <br />EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Sign Control <br />Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 45 241 34 78 363 4 29 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 85 395 4 32 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 399 299 948 947 280 1009 963 397 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 399 299 948 947 280 1009 963 397 <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 % 96 93 86 100 92 99 100 100 <br />cM capacity (veh/h) 1160 1262 220 233 758 183 228 653 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 348 484 97 5 <br />Volume Left 49 85 32 2 <br />Volume Right 37 4 64 3 <br />cSH 1160 1262 416 322 <br />Volume to Capacity 0.04 0.07 0.23 0.02 <br />Queue Length (ft) 3 5 22 1 <br />Control Delay (s) 1.5 2.0 16.3 16.4 <br />Lane LOS <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />A A CC <br />1.5 2.0 16.3 16.4 <br />C C <br />Average Delay 3.4 <br />Intersection Capacity Utilization 62.9% ICU Level of Service B <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 7 <br />Meyer, Mohaddes Associates Inc. <br />