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HCM Unsignalized Intersection Capacity Analys s Future (2025) With Project Haul Route 1 <br /> 2: SR 132 & Koster Road 3/1/2004 <br /> / a era E � u . EmommyBgw <br /> Lane Configurations T+ 4 <br /> Sign Control Free F ee Stop Stop <br /> Grade 0% )% 0% 0% <br /> Volume(veh/h) 13 607 15 6 1E 19 0 21 24 7 0 2 13 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 092 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow iate(vph) 14 660 16 7 1160 "0 23 26 8 0 2 14 <br /> Pedestrians <br /> Lane Width(ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right tum flare(veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft). <br /> pX, platoon unblocked <br /> vC, conflicting volume 1760 676 2484 -2469 668 2482 2477 1760 <br /> vC1, stage 1 cont vol <br /> vC2, stage.2 conf vol <br /> vCu, unblocked vol 1760 676 2484 2469 668 2482 2477 1760 <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) ` 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 96 99 0 9 98 100 92 87 <br /> cM capacity(veh/h) 355 915 16 29 458 4 28 105 <br /> Volume Total 14 676 7- 1760 57 16 <br /> Volume Left 14 0 7 0 23 0 <br /> _ Volume Right 0 16 0 0 8 14 <br /> cSH 355 1700 915 1700 24 77 <br /> Volume to Capacity` 0:04 0.40 .0.01 1.04 2.38 0.21 <br /> Queue Length (ft) 3 0 1 0 177 18 <br /> Control Delay(s) 15.6 0.0 9.0 0.0 97;,.2 63.8 <br /> Lane LOS C A F F <br /> Approach Delay(s)' 0.3 0;0 97;..2 63.8 <br /> Approach LOS F F <br /> Average Delay 22.3 <br /> Intersection Capacity Utilization 101.4% ICU level of Service G <br /> Analysis Period (min) 15 <br /> r <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />