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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 3 <br /> 15: SR 33 & Welty Road 6/15/2005 <br /> g <br /> Lane Configurations q, <br /> fQ . �. —Lam <br /> Grade 0% 0% 0% 0% <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 /> Pedestrians <br /> ,lona <br /> Walking Speed (fUs) <br /> Right tum flare(veh) <br /> Median storagefveh) <br /> UMMW <br /> pX, platoon unblocked T _ <br /> nt�Wt'itl�VQIUR'L <br /> vC1, stage 1 conf vol <br /> an0€ftNOl` ix a a „c k 'e �3 .� -•-E§ - - a <br /> vCu, unblocked vol 77 353 369 366 269 371 J# 446 73 <br /> tC, 2 stage is <br /> p0 queue free % 99 100 61 98 100 98 98 100 <br /> Volume Left 8 2 172 12 <br /> cSH 1521 1205 447 546 0 <br /> Queue Length 95th (ft) �0 0 50 4 <br /> Lane LOS A A C B <br /> -r <br /> _ <br /> Approach LOS C g <br /> Average Delay 5,9 <br /> d� ru. -r t• J ?' u, ase n� *. — <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />