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HCM U'nsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 7: SR 132 & McCracken Road 3/1/2004 <br /> (tRo_WT, <br /> .gm .. $YL �� n VB BL t BT �Fsf3 IiSe s saR <br /> Lane Configurations <br /> Sign Control Free Free <br /> Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (vehlh) 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 conf vol <br /> vC2,`stage 2 conf vol <br /> vCu, unblocked voi 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 /> Volume Total 12 642 _ 12 1612 `°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 D.03 0.38 0.01 0.95 0.94 0.30 <br /> Queue Length (ft) 2 0 1 0 99 25 <br /> Control Delays) '14.2 0.0 8.9 0.0 245.1 131:3 <br /> Lane LOS B A F F <br /> Approach Delay(s) D.3 0.1, 245.1 131.3 <br /> Approach LOS F F <br /> §e u¢1 <br /> Hverage Delay 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 />