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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> M semen r r R at�ox arriSk �rTS6[ S&� S�R <br /> Lane Configurations f, 44 <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 2 25' 2 2 11 2 132 60 2 139 15 10 <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) 2 27 '2 2 12 2 143 ``;65 2 151 16 - 11 <br /> Pedestrians <br /> Lane Width(ft)r -. <br /> Walking Speed (ft/s) - <br /> PercentBlockage <br /> Right tum flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) 7 W <br /> pX, platoon unblocked <br /> rC, conflicting;volume 14 29 68 51 28 85 51 13 <br /> vC1, stage 1 cont vol <br /> xiG2, stage 2 conf Vol' <br /> vCu, unblocked vol 14 29 68 51 28 85 51 13 <br /> tC, single (s) 4.1 4.1 7.1 6:5 6.2 7.1 6.5 62 <br /> tC, 2 stage (s) <br /> tF(4j ; 2-2 2-2 3.5 "`4.0 313 3.5 4.0 18 _ <br /> p0 queue free % 100 100 84 92 100 82 98 99 <br /> capacity(ve"I 1604 15.84 900 838 1047 845 -838 1'067 <br /> Vdlufne`Total ":'_' 32 2 14 211 178 <br /> Volume Left 2 2 0 143 151 <br /> Volume Right 2 0 2;, 2 11 <br /> cSH 1604 1584 1700 881 855 <br /> Volume to Capacity 0:00 0.00 0.01 0.24 0.21 <br /> Queue Length (ft) 0 0 0 23 20 <br /> Contr�sE:'©e ,'` Ot5 7.3 0.0 :10.4 '10:3 <br /> Lane LOS A A B B <br /> Appro� 0.5 1.0 10.4 10.3 <br /> Approach LOS B B <br /> Average Delay 9.3 <br /> Inters_'10,OA papacity.U5lization 21.4% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Pagel <br />