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<br />River road at Hunsaker Lane <br />3: Int <br /> <br />2008 'Build' Proposed <br />8/24/2007 <br /> <br />('" +- <br /> <br /> <br /> <br />Volume (vph) 87 39 226 128 148 473 289 1144 58 65 898 42 <br />IdeaIFiow(vphpl) 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.Factor 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 ,tOo 0.99 <br />FllProtected 0.97 1.00 0.98 1.00 0.95 1.00 0.95 1.00 <br />Satd.Flow (prot) 1706 1500 1725 1500 1676 3329 1676 3331 <br />FltPermitted 0.67 1.00 0.79 1.00 0.20 1.00 0.20 1.00 <br />Satd. Flow (perm) 1178 15001403 1500 353 3329 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 <br />Adj. Flow (vph) 90 40' 233132 153 488 298 1179 60 67 926 <br />RTORReduction(vph) 0 0 134 0 0 124 0 6 0 0 6 <br />Lane Group Flow (vph) 0 130 99 0 285 364 298 1233 0 67 963 <br />TumType Perm Perm Perm Perm pm+pt pm+pt <br />Protected Phases 4 8 5 2 1 <br />PermittedPhases 4 4 8 8 2 6 <br />ActuatedGreen,G (5) 20.0 20.0 20.0 20.0 24.0 20.0 24.0 <br />EffectiveGreen,g(s) 20.0 20.0 20.0 20.0 24.0 20.0 24.0 <br />Actuated g/C Ratio 0.35 035 0.35 0.35 0.42 0.35 0.42 <br />Clearance Time (s) 4.5 4.5 4.5 4.5 4.0 4.5 4.0 <br />Lane Grp Cap (vph) 413 526 492 526 241 1168 241 <br />v/sRatioProt cO.09 0.37 0.02 <br />v!sRatioPerm 0.11 0.07 0.20 cO. 24 c0.43 0.10 <br />v/cRatio 0.31 0.19 0.58 0.69 1.24 1.06 0.28 <br />Uniform Delay, d1 13.5 12.9 15.1 15.9 15.2 18.5 12.4 <br />ProgressionFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 2.0 0.8 4.9 7.3 136.8 42.2 2.9 <br />Delay(s) 155 13.6 20.0 23.2 152.0 60.7 15.3 <br />Leve! of Service B 8 B t F E B <br />AppmachDelay(s) 14.3 22.0 78.4 <br />~proochL~ BeE <br /> <br />..J- <br /> <br />-+- <br /> <br />t <br /> <br />-\.. <br /> <br />"\ <br /> <br />t <br /> <br />r <br /> <br />\.. <br /> <br />+ <br /> <br />~ <br /> <br />0.97 <br />43 <br />o <br />o <br /> <br />6 <br /> <br />20.0 <br />20.0 <br />0.35 <br />4.5 <br />1169 <br />0.29 <br /> <br />0.82 <br />16.9 <br />1.00 <br />6.6 <br />23.5 <br />C <br /> <br />23.0 <br />C <br /> <br /> <br /> <br />HCMV olumetoCapacityratio <br />Actuated Cycle Length (s) <br />IntersectionCapacityUtil ization <br />Analysis Period (min) <br />cCriticalLsneGroup <br /> <br />44.9 <br />0.98 <br />57.0 <br />84.7% <br />15 <br /> <br />HCM Level of Service <br /> <br />D <br /> <br />Sum of lost time (s) <br />ICULevelofService <br /> <br />12.5 <br />E <br /> <br />8aseline <br />%user_name% <br /> <br />Synchro 7 -Report <br />Page1 <br />