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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 1: SR 132 & Bird Road 2/11/2004 <br /> t --t f- � t � t � ti 1 4/ <br /> Movement -�,W*; ,EBLZEI#F.l V116I IyFTF„ WAR{ NBL* <br /> � NBT - NBR` SBL `" SBF SBE <br /> Lane Configurations p vt A 41� 4o <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 5 181 44 249 928 3 46 54 214 4 2 15 <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 (vph) 5 197 48 271 1009 3 50 59 233 4 2 16 <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 1012 245 1799 1785 221 2021 1807 1010 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 1012 245 1799 1785 221 2021 1807 1010 <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 0 9 72 22 97 94 <br /> cM capacity (veh/h) 685 1322 48 64 819 6 62 291 <br /> MMOK"drt' - <br /> Volume Total 5 245 271 1012 341 23 <br /> Volume Left 5 0 271 0 50 4 <br /> Volume Right 0 48 0 3 233 16 - <br /> cSH 685 1700 1322 1700 152 26 <br /> Volume to Capacity 0.01 0.14 0.20 0.60 2.24 0.87 <br /> Queue Length (ft) 1 0 19 0 705 68 <br /> Control Delay (s) 10.3 0.0 8.4 0.0 628.4 348.2 <br /> Lane LOS B A F F <br /> Approach Delay(s) 0.2 1.8 628.4 348.2 <br /> Approach LOS F F _ <br /> misr aiao Summ ry° M"s- <br /> r• �`. " ; n <br /> Average Delay 118.5 <br /> Intersection Capacity Utilization 85.4% ICU Level of Service E <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />