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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 1: SR 132 & Bird Road 3/1/2004 <br /> i F z t1b, 1* 1 1/ <br /> RR <br /> Lane Lane Configurations T* 4* <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 27 531 59 112 1763 7 63 6 259 10 4 29 <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) 29 577 64 122 1916 8 68 7 282 11 4 32 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f/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 1924 641 " - 2861 '2835 609 3084 2864 1920 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1924 641 2861 2835 609 3084 2864 1920 <br /> tC, single(s), 4.1 411tf)ts <br /> IC, 2 stage (s) 7.1 6:5 6.2 7.1 6.5 6.2 <br /> tF (s) .2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free% 90 87 0 52 43 0 67 62 <br /> cM capacity(yeit., 306 - : 943 :, . 4_ 14 495 2 13 84 <br /> Volume Total 29 641 122 1924 357 - 47" <br /> Volume Left 29 0 122 0 68 11 <br /> Volume Right 0 64 0 8 282 32 _ <br /> cSH 306 1700 943 1700 20 6 <br /> Volume to Capacity 0.10 0.38 0.13 1.13 1T47 7.20 <br /> Queue Length (ft) 8 0 11 0 Err Err <br /> Control Delay(s) 18.0- 0.0 9.40.0 "Err Err` <br /> Lane LOS C A F F <br /> Approach Delay(s) 0.8 0:6 Err Err <br /> Approach LOS F F <br /> mgt . . a � <br /> Average Delay 1293 1 <br /> Intersection Capacity Utilization 124.8% ICU Level of Service H <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />