Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <br />14: Industry Ave & NS3 } Timing Plan: PM Peak <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) 6 225 71 226 268 15 74 10 183 7 5 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) 7 245 77 246 291 16 80 11 199 8 5 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 308 322 1093 1095 283 1291 1126 299 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 308 322 1093 1095 283 1291 1126 299 <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 % 99 80 49 94 74 91 97 100 <br />cM capacity (veh/h) 1253 1238 157 170 756 83 163 740 <br />Direction, Lane # EB 1 WB 1 NB 1 SB 1 <br />Volume Total 328 553 290 16 <br />Volume Left 7 246 80 8 <br />Volume Right 77 16 199 3 <br />cSH 1253 1238 346 126 <br />Volume to Capacity 0.01 0.20 0.84 0.13 <br />Queue Length (ft) 0 18 188 11 <br />Control Delay (s) 0.2 5.0 51.5 37.7 <br />Lane LOS A A F E <br />Approach Delay (s) 0.2 5.0 51.5 37.7 <br />Approach LOS F E <br />Intersection Summary <br />Average Delay 15.5 <br />Intersection Capacity Utilization 81.8% ICU Level of Service D <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />