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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 2i SR 132 & Koster Road 3/11/2004 <br /> Nloy?. t_erat. 51 �SBZ=.SBR <br /> Lane Configurations ►� .�, <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 13 607 15 6 1619 0- 21 24 7 0 2 13 <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) 14 660 16 7 1760 0 23 26 8 0 2 14 <br /> Pedestrians <br /> Lane Width(ft) <br /> Walking Speed (ft1s) <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 1760 676 2484 2469 668 2482 2477 1760 <br /> vC1, stage 1 conf vol <br /> vC2, stage,2 conf vol : - <br /> vCu, unblocked vol 1760 676 2484 2469 668 2482 2477 1760 <br /> tC, single(s) 4.1 41 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 % 96 99 0 9 98 100 92 87 <br /> cM capacity(veh/h) 355 915 16 29 458 4 28 105 <br /> Volume Total 14 676 7 1760 57 16 <br /> Volume Left 14 0 7 0 23 0 <br /> Volume Right 0 16 0 0 8 - 14 _ <br /> cSH 355 1700 915 1700 24 77 <br /> Volume to Capacity 0.04 0.40 0.01 1.04 `_2.38 021 <br /> Queue Length (ft) 3 0 1 0 177 18 <br /> Control Delay(s) 15.6 0.0 9.0 0.0 973.2 63.&. " <br /> Lane LOS C A F F <br /> Approach Delay (s) 0.3 00 973.2 63.8 <br /> Approach LOS F F <br /> Average Delay 22.3 <br /> Intersection Capacity Utilization 101.4% ICU Level of Service G <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />