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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 7: SR 132 & McCracken Road 3/1/2004 <br /> ti 4\ t /0- �► 1 <br /> M17fove ent.' _ B E87 ,VNP-TZ;WBR IB NBT i NBR z SBL; SBT <'SBR <br /> Lane Configurations IN 'F +j+ rTf+ <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 11 560 - 8 11-'-1450 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) 12 609 9 12 1576 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 1587 617 X245 2248 613 2264 2247 1582 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1587 617 2245 2248 613 2264 2247 1582 <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 % 97 99 55 62 96 83 95 95 <br /> cM capacity(vehlh) 414 963 , 26 40 492 19 40 .' 134 <br /> Volume Total 12 617 12 '1567 46-- 12 <br /> Volume Left 12 0 12 0 12 3 <br /> Volume Right 0 9 0 11 18 .7 <br /> cSH 414 1700 963 1700 52 44 <br /> Volume to Capacity 0.03 0.36 0.01 0.930.87 027' <br /> Queue Length (ft) 2 0 1 0 93 23 <br /> Control Dela_y(s) 14.0 0.0 8.8 ``0.0' 211.4 116:4: <br /> Lane LOS B A F F <br /> Approach Delay (s) - 0.3 0.1 211.4 116.4 <br /> Approach LOS F F <br /> itak -n <br /> Average Delay 5.0 <br /> Intersection Capacity.Utilization 86.9% ICU Level of Seduce E <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />