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HCM Unsignalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <br />26: Industry Ave & NS2 } Timing Plan: AM Peak <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations " 'j <br />Sign Control Free Free Stop Stop <br />Grade 0% 0% 0% 0% <br />Volume (veh/h) 15 307 13 32 187 1 47 0 35 4 1 7 <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) 16 334 14 35 203 1 51 0 38 4 1 8 <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 204 348 553 647 174 511 654 102 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 204 348 553 647 174 511 654 102 <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 % 99 97 87 100 95 99 100 99 <br />cM capacity (veh/h) 1364 1208 399 372 839 412 369 933 <br />Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 <br />Volume Total 16 222 125 35 136 69 89 13 <br />Volume Left 16 0 0 35 0 0 51 4 <br />Volume Right 0 0 14 0 0 1 38 8 <br />cSH 1364 1700 1700 1208 1700 1700 514 603 <br />Volume to Capacity 0.01 0.13 0.07 0.03 0.08 0.04 0.17 0.02 <br />Queue Length (ft) 1 0 0 2 0 0 16 2 <br />Control Delay (s) 7.7 0.0 0.0 8.1 0.0 0.0 13.5 11.1 <br />Lane LOS A A B B <br />Approach Delay (s) 0.3 1.2 13.5 11.1 <br />Approach LOS B B <br />Intersection Summary <br />Average Delay 2.5 <br />Intersection Capacity Utilization 28.2% ICU Level of Service A <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 2 <br />Meyer, Mohaddes Associates Inc. <br />