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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 3 <br /> 5: Blewett Road & Koster Road 5/27/2005 <br /> Lane Configurations <br /> Grade 0% 0% 0% 0% <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 /> Pedestrians <br /> Walking S (ft/s) — <br /> Right tum flare(veh) <br /> Median storm a veh) <br /> pX, platoon unblocked — <br /> vC1, =e 1 conf vol <br /> vCu, unblocked vol 14 13 52 35 12 222 35 13 — <br /> tC,2 stage s <br /> p0 queue free % 100 100 100 95 84 100 98 99 <br /> Volume Left 2 2 0 2 1 <br /> cSH 1604 1605 1700 1019 909 <br /> Queue Length 95th ft) 0 0 0 19 2 <br /> Lane LOS A A A A <br /> Approach LOS A A <br /> Average Delay 8.4 <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 5 — <br />