Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 3: SR 132 & Wetly Road 3/1/2004 <br /> oyem <br /> Lane Configurations t Y <br /> Sign Control Free Free Stop _ <br /> Grade 0% 0% 0% <br /> Volume(veh/h) 621 2 30 1581 16 25 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate(vph) 675 2 337 1718 17 27 <br /> Pedestrians <br /> Lane Width(ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right tum flare(veh) <br /> Median type None _ <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 677 ` 2460 676 <br /> vC1, stage 1 cont vol <br /> vC2,stage 2 conf vol <br /> vCu, unblocked vol 677 2460 676 <br /> tC, single(s) 4.1. 6.4 6:2 <br /> tC, 2 stage (s) <br /> tF (s) 2-2, 3.5 3.3 <br /> p0 queue free% 96 46 94 <br /> cM capacity(veh/h) 915 32 453 " =' <br /> Volume 677 r_ 33 1718 46 <br /> Volume Left 0 33 0 17 <br /> Volume Right 2 0 0 27 _ <br /> cSH 1700 915 1700 75 <br /> Volume to Capacity 040 0.04 1.01' 0.60 y <br /> Queue Length (ft) 0 3 0 65 <br /> Control Delay(s) 0.0 9.1 0.0 1077 — <br /> Lane LOS A F <br /> Approach--l7elay,(s) 0-0 02 107.7 <br /> Approach LOS F <br /> Average Delay 2.1 <br /> Intersection Capacity utilization 93.2% ICU Level of Service F <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />