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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 2: SR 132 8, Koster Road 3/1/2004 <br /> N0R, SBL.' $EkT .BR <br /> Lane Configurations j, ► A «T+ .ja <br /> Sign Control Free Free Stop 'Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 13 584 `'_ 130 29 ':1596 0 21 24 30 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) 14 635 141 32 1735 0 23 26 33 0 2 14 <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 1735 776 2547 2532 705 2507 2602 1735 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1735 776 2547 2532 705 2507 2602 1735 <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 % 96 96 0 0 93 0 90 87 <br /> cM capacity(veh/h) 363 840 14. 25 436 0 23 109 <br /> Volume Total 14 776 32 < 1735 -"-82 16' <br /> Volume Left 14 0 32 0 23 0 <br /> Volume Right 0 141 0 .0 33 14: <br /> cSH 363 1700 840 1700 29 72 <br /> Volume to Capacity 0.04 0.46 0.04 1,02 216 0.23 <br /> Queue Length (ft) 3 0 3 0 242 20 <br /> Control Delay(s) 15.3 0.0 9.5 --0:0 1080.6 '68.6 ' <br /> Lane LOS C A F F <br /> Approach Delay (s) 0.3 0.2: 1080.6 68.6 <br /> Approach LOS F F <br /> Average Delay 33.8 <br /> Intersection Capacity Utilization 101.6°!°`%` '' ' ICU Level of Service G <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />