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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> Lane Configurations ►) �, <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 1 158 1 1 _ 6 1 154 8 1 1 8 5 <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) 1 172 1 1 7 1, 167 9 1 1 9 5 <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 8 173 193 "184 172 189 184 7 <br /> vC1, stage 1 conf vol <br /> uC2;;staft2 conf,vol <br /> vCu, unblocked vol 8 173 193 184 172 189 184 7 <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 /> iF(s) 2.2 �y ,;; . 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 78 99 100 100 99 99 <br /> cM capaatj� veF�FE) . 16131; " 709. 871 762 709 1075 <br /> Volume Total 1.74 1 ° 8fXA <br /> Volume Left 1 1 0 167 1 <br /> Volume Right 1 0_ 1 <br /> cSH 1613 1404 1700 753 812 <br /> Volume to Capacity 0.00 0.00 0.00 0.24 <br /> Queue Length (ft) 0 0 0 23 1 <br /> Control Delay(s). 0.1 7.6 0.0 11 2 , <br /> �. <br /> Lane LOS A A B A <br /> Apploa"ct4 flela "s' ,0:1 0.9 { <br /> Approach LOS <br /> B A __ J <br /> Average Delay 5.7 <br /> Intersection Capes Iization 31.5% ICU Level of Service ' A - <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />