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HCM Unsignalized Intersection Capacity Analy:ais Future (2025) Without Project <br /> 7: SR 132 & McCracken Road 3/1/2004 <br /> 49Kgn- [_ T°� R15 <br /> Lane Configurations ►) p 46 <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 12 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 /> r. Median;type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 1587 617 2245 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(veh/h) 414 963 26 40 492 19 4.0 134 <br /> Volume Total 12 617 12 1587 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 0.93 " C.87 0.27 <br /> Queue Length (ft) 2 0 1 0 93 23 <br /> Control Delay(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 0.1 211.4116.4 <br /> Approach LOS F F <br /> c1: MET llG' NIM111 � 540174malw8w sx <br /> Average Delay 5.0 <br /> Intersection Capacity Utilization 86.9% ICU Level of Service E <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />