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<br />River road at Hunsaker lane <br />3: Int <br /> <br />2008 'Build' Existing <br />8/24/2007 <br /> <br />..J- <br /> <br />-+ <br /> <br />"'). <br /> <br />f <br /> <br />+- <br /> <br />'- <br /> <br />~ <br /> <br />t <br /> <br />~ <br /> <br />\... <br /> <br />~ <br /> <br />./ <br /> <br />MiV~~lm1tlm[::f!1i1!i::iW;1@~~iI;~:ni:i::::iif::;~;::::~1~~~1~~~i!mJ~a1t~!1i~:~~j~~~ff~~1~\1j:\I~~:i':li~~mi!i!I::::::;&W~R1~:l~.'1iiit1:~mim::ll1~~i[&ili~1%1~j~~g~'1~:~~:~1;~~I:;];i1[j:l~i~m:~~iWi$~g <br />LaneConfigurations 4' 'f 4 nf "l +1+ tt +1+ <br />Volume (vph) 87 29 234 127 147 476 288 1136 86 40 919 42 <br />Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 <br />Total Losttime(s) 4;5 4,5 4;5 4.5 4.0 4.5 4.0 4.5 <br />LaneUtil.Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 <br />Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.99 <br />FftProtected 0.96 1.00 0.98 1.00 0.95 tOO 0.95 1.00 <br />Satd.. Flow (prot) 1701 1500 1725 1500 1676 3317 1676 3331 <br />FltPermitted 0.65 1.00 0.80 1.00 0.20 1.00 0.20 1.00 <br />Sald. Flow (perm) 1154 1500 1412 1500 353 3317 353 3331 <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) 90 30 241 131 162 491 297 1171 89 41 947 43 <br />RTORReduction(vph) (} 0 133 0 0 124 0 10 (} (} 6 0 <br />LaneGroup Flow(vph) (} 120 108 0 283 367 2Q~ 1250 0 41 984 0 <br />vi <br />Canfl. Peds. (#/hr) 3 <br />Turn Type Perm Perm Perm Perm pm+pt pm+pt <br />Protected Phases 4 8 5 2 1 6 <br />Permitted Phases 4 4 8 8 2 6 <br />ActuatedGreen, G( s) 20.0 20.0 20.0 20.0 24.0 20.0 24.0 20.0 <br />Effective Green. 9 (s) 20.0 20.0 20.0 20.0 24.0 20.0 24.0 20.0 <br />Actuatedg/CRatio 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 />LaneGrpCap(vph) 405 526 495 526 241 1164 241 1169 <br />vIs Ratio Prot cO.09 0.38 0,01 0.30 <br />visRatioPerm D.10 0.07 0.20 cO. 24 eO.43 0.06 <br />vie Ratio 0.30 0.21 0.57 0.70 1.23 1.07 0.17 0.84 <br />UniformDelay.d1 13.4 12.9 15.0 15.9 15.3 18.5 12.4 17.0 <br />Progression Factor 1.00 1.00 tOO 100 1.00 1.00 100 1.00 <br />IncrementalDelay.d2 1.9 0.9 4.7 7.5 135.2 48.7 15 7.4 <br />Delay (s) 15.3 13.8 19.8 23.4 150.5 67.2 13.9 245 <br />LevelofService B B 8 C F E 8 C <br />Approach Delay (s) 14.3 221 83,1 24.0 <br />ApproachLOS B C r- C <br /> r <br />HCMA verageConlrolDela y 47.4 HCMLevelofService <br />HCM Volume to Capacity ralio 0,98 <br />ActuatedCysleLenglh( s) 57.0 Sumoflosttime(s) 12.5 <br />lntersection Capacity Utilization 85.1% ICU level of Service r: <br /> ..... <br />AnalysisPerlod(min) 15 <br />c Critical Lane Group <br /> <br /> <br /> <br /> <br />Baseline <br />%user_name% <br /> <br />Synchro 7 -Report <br />Page1 <br />