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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> oSLeSOe r_� BT MB l-MP-h WW- � VV . $RR w l3 BR <br /> Lane Configurations � T4 4 <br /> Sign Control Free Free „ Stop stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h)_ 1 . 20 1 1 .-'-.6 1 131 :' 31 : 1 139 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 22y 7 1 142 34 1 151 9 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right turn flare (veh) xr;. <br /> Median type ` = None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 8 23 . 43 34 22 52 34 7 <br /> vC1, stage 1 conf vol <br /> vC2, stage.2 conf vol <br /> vCu, unblocked voi 8 23 43 34 22 52 34 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 /> tFts) 1 <br /> 2.2 2.2 ', 3:5 4.0 . 3.3 3.5 4,0 3.3 <br /> p0 queue free % 100 100 85 96 100 84 99 99 <br /> cMcapaci -'Neh/h) 1613 1- 592 947 ' 857 <1055 917 857 -1075 <br /> - -.. �-Yx�4�t.M���J1iF`�4YaYMa'E..Hi�SLe e <br /> Volume Total 24 1. 8J 177 <br /> Volume Left 1 1 0 142 151 <br /> Volume Right 10 1 1 5 <br /> cSH 1613 1592_ 1700 929 918 <br /> Volume to Capacity 0.00 .0.00 `.0.00 0.19 QA <br /> Queue Length (ft) 0 0 0 18 16 <br /> Control Delay(s) 0.3 7.3 0.0 9.8` 9.8 <br /> Lane LOS A A A A <br /> Approach Delay(s) 0.3 0.9 9.8 9.8 <br /> Approacr LOS A A <br /> Average Delay 9-0 <br /> Intersection`Capacty_Utilizatioh 194% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />