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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 5: Blewett Road & Koster Road 3/1/2004 <br /> -► 1 '� t i' �► j <br /> L�A9veinegtz KEBC57.11 Rte' U--W6 x r NBk;� SBt xSBT« :SBR <br /> Lane Conficurations ,T, 4T, <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 2 10 2 2 11 2 2 37 2 1 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 11 2 2 12 2 2 40 2 1 16 11 <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 14 13 52 --35 12 56. 35 13 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1c 13 52 35 12 56 35 13 <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 /> tF (s) 22 22 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free °G 10C i0o 100 95 100 100 98 99 <br /> cM capacity (veh/h) 1604 1.605 922 855 1069 904 855 1067 <br /> Volume Total - 15 2 14 45 28 <br /> Volume Left 2 2 0 2 1 <br /> Volume Right 2 0 2- 2- 11 <br /> cSH 1604 1605 1700 867 928 <br /> Volume to Capacity 0.00 0.00 0-01 0.05 0.03 <br /> Queue Length (ft) 0 0 0 4 2 <br /> Control Delay(s) 1.0 7.2 0:0 9.4 9.0 <br /> Lane LOS A A A A <br /> Approach Delay(s) 1.0 1.0 9.4 ` , .9-0 <br /> Approach LOS A A <br /> Mt <br /> Average Delay 6.7 <br /> Intersection Capacity Utilization 13.3% )CU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 5 <br />