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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 3: SR 132 & Wetly Road 2/11/2004 <br /> —� 4r, <br /> Movement'. ,: . "EBT- EBR WBU ;rWBT . -N6L. cNBR'a <br /> Lane Confguretions <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 222 1 16 851 5 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 241 1 17 925 5 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 242 1202 242 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 242 1202 242 <br /> tC, single (s) 4.1 6.4 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 3.5 3-3 <br /> p0 queue free % 99 97 99 <br /> cM capacity(veh/h) 1324 201 797 <br /> I]trectio nEane# 8`1 WB 1 11Y6 r_ i s r <br /> Volume Total 242 17 925 11 <br /> Volume Left 0 17 0 5 <br /> Volume Right 1 0 0 5 <br /> cSH 1700 1324 1700 321 <br /> Volume to Capacity 0.14 0.01 0.54 0.03 <br /> Queue Length (ft) 0 1 0 3 <br /> Control Delay(s) 0.0 7.8 0.0 16.6 <br /> Lane LOS A C <br /> Approach Delay(s) 0.0 0.1 16.6 <br /> Approach LOS C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 54.8% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />