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<br />River road at Hunsaker Lane <br />3: Int <br /> <br />2022 'Build' Proposed <br />8/24/2007 <br /> <br />..J- <br /> <br />-+- t <br /> <br />.... <br /> <br />>lit- <br /> <br />-\.. <br /> <br />"\ <br /> <br />i <br /> <br />!" <br /> <br />\.. <br /> <br />.. <br /> <br />.; <br /> <br />M~~~!l.l;m~~~~i~miil~ii::ft~\~~il~~~'~w;~lIlm;il';:W~~ii~11~~I[@a*mil&1~;~a~~j~(~;i~B~:;i:::j:ii1i:::'W$~1i~%ti~l~l?lj:ii~::;:j'if{a'fNl~~~jl,ijm~~;!jii:':::ii!i::IDa~i::;ll'i:'i$Wl':';'l:';;~:'~$l~$$:~~S:Sg <br />LaneConfigurations 4' 'f 4' (l "i t1+ "i +1+ <br />Volume (vph) 125 45 320 165 210 665 410 1605 85 75 1270 BD <br />IdealFlow(vphpll 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 <br />Total Lost time (s) 4.5 4.5 4.5 4.5 4;0 4.5 4.0 4,5 <br />LaneUtil.Faetor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 <br />Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.99 <br />FltProtected 0,96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 <br />Satd,Flow (prot) 1702 1500 1727 1500 1676 3328 1676 3330 <br />FllPermitted 0.44 1.00 0.78 1.00 0.20 1.00 0.20 1.00 <br />Satd.Flow (penn) 777 1500 1370 1500 353 3328 353 3330 <br />Peak-hourfactor,PHF 0.97 0.97 0,97 0.97 0.97 0.97. 0.97 0.97 0.97 0.97 0,97 0.97 <br />Adj. Flow (vph) 129 46 330 170 216 686 423 1655 88 77 1309 62 <br />RTORReduetion(vph) 0 0 121 0 0 119 0 6 0 0 6 0 <br />lane Group Flow (vphj 0 175 209 0 386 567 423 1737 0 77 1365 .0 <br />Turn Type Perm Perm Perm Perm pm+pt pm+pt <br />Protected Phases 4 8 5 2 1 6 <br />PermittedPhases 4 4 8 8 2 6 <br />Actuated Green,G (s) 20.0 20,0 20.0 20.024.0 20.0 24.0 20.0 <br />EffectiveGreen,g(s) 20.0 20.0 20.0 20.0 24.0 20.0 24.0 20.0 <br />Actuated g/C Ratio 0.35 0.35 0.35 0.35 0.42 0.35 0.42 0.35 <br />Clearance Time (s) 4,5 4,5 4.5 4.5 4.0 4.5 4.0 4.5 <br />Lane Grp Cap (vph) 273 526 481 526 241 1168 241 1168 <br />vis RatioProt eO.12 0.52 (1.02 0.41 <br />vis HaHo Perm 0.23 0.14 0.28 eO.38 cO.61 0.11 <br />v/eRatio 0.64 0.40 0.80 1.08 1.76 1.49 0.32 1.17 <br />Uniform Delay. d1 155 14.0 16.7 18.5 28.8 18.5 25.8 18.5 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay,d2 11.0 2.2 13.2 62.0 356.4 223.6 3.5 85.4 <br />Delay(s) 26.5 16.2 299 80.5 385.2 242.'1 29.3 103.9 <br />level of Service . - C B C F F F C F <br />ApproachDelay(sj 19.8 62.3 270.1 100.0 <br />ApproachlOS B E F F <br /> <br /> <br /> <br />F <br /> <br />HCMVolumeloCapacityra tio <br />Actuated Cyde Length (s) <br />IntersectionCapacityUtilization <br />.1I,na!ysis Penod (min) <br />cCritica!LaneGroup <br /> <br />1.43 <br />57.0 <br />114.20/0 <br />15 <br /> <br />Sum of lost time (s) <br />ICULevelofService <br /> <br />12.5 <br /> <br />" <br />Ii <br /> <br />Baseline <br />%user_name% <br /> <br />Synchro 7 -Report <br />Page1 <br />