Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 7: SR 132 & McCracken Road 3/1/2004 <br /> o elMien "V- �L' � 8 �$ > % RL�$ IBF3 1SBISBS9R <br /> Lane Configurations ►t A 11 T+ 44 <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% Doha <br /> Volume (veh/h) 11 583 8 11 1473 10 11 14 17 3 2 6 <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) 12 634 9 12 1601 11 12 15 18 3 2 7 <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 1612 642 2295 2298 638 2314 2297 1607 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 1612 642 2295 2298 638 2314 2297 1607 <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 /> IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 97 99 50 59 96 81 94 95 <br /> cM capacity(veh?h) 405 942 24 37 477 17 37 130 <br /> ba 8 <br /> Volume Total 12 642 12 1612 '46 12 it <br /> Volume Left 12 0 12 0 12 3 <br /> Volume Right 0 9 0 11 18 7 <br /> cSH 405 1700 942 1700 48 40 <br /> Volume to Capacity 0.03 0.38 0.01 0.95 0.94 0.30 <br /> Queue Length (ft) 2 0 1 0 99 25 <br /> Control Delay(s) 14.2 0.0 8.9 0.0 245. 131.3 <br /> Lane LOS B A F F <br /> Approach Delay(s) 0.3 0.1 245.1 131.3 <br /> Approach LOS F F <br /> ,overage ueiay 5.6 <br /> Intersection Capacity Utilization 88.1% ICU Level of Service E <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />