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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 7: SR 132 & McCracken Road 3/1/2004 <br /> o .AM 1r E k` 0-1045 NRTR B &T NBR SBL SBT PSBR <br /> Lane Configurations T+ ►) T* *T* 4. <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <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 tum flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal(ft) - <br /> pX, platoon unblocked , <br /> vC, conflicting volume; 1612" <br /> 642 2295 2298 638 2314 2297 1607 <br /> vC1, stage 1 conf vol <br /> vC2, stage conf vol ' <br /> vCu, unblocked vol 1612 642 2295 2298 638 2314 2297 1607 <br /> tC,tsingle (s) 41 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 % 97 99 50 59 96 81 94 95 <br /> cM capacity(veh1h), 405 942 24 37 477 17 37 130 <br /> r- <br /> Volume Total 12 642 12 1TT IN <br /> 612 46 12 <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 &9 0.0 245.1 131.3 <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 /> -x w <br /> Average Delay 5.6 <br /> Intersection Capacity Utilization 88.1% ICU Level of Service E <br /> Analysis Period (min) 15 <br /> Peters Engineering Group Synchro 6 Report <br /> Page 7 <br />