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<br />River road at Hunsaker Lane <br />3: Int <br /> <br />2007 'No build' <br />8/24/2007 <br /> <br />". <br /> <br />-+ <br /> <br />""). <br /> <br />f <br /> <br />+- <br /> <br />4.... <br /> <br />~ <br /> <br />t <br /> <br />r <br /> <br />\. <br /> <br />~ <br /> <br />~ <br /> <br /> K~R~m~m~~'~;i:!~i.iI~::~~!ii*jtW;~~fiiii1imm~6.~!;:;ii:::f~~!~mir~'::':~~;n~~mt~i~~lWfill;fill~I1miI~:jli~~~f;~~E~;~m1~l~Nt~N~im!lM~m~~::::1m:if!f!:::!!~~t1fWii~tI$~f:@r~!W::ii~B. <br /> LaneConflgurations 4' f 4' ., , 1-1'+ ~ 1-1'+ <br /> Volume (vph) 85 22 220 87 136 444 273 1091 57 23 876 41 <br /> !deaIFfow{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 A>: <br /> '"t...... <br /> LaneUti!. 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 1.00 0.99 <br /> FltProtected 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 <br /> Satd. FlolV (pro!) 1697 1500 1131 1500 1676 3328 1676 3331 <br /> FltPermitled 0.67 1.00 0.84 1.00 0.20 1.00 0.20 1.00 <br /> Satd. Flow (perm) 1186 1500 1490 1500 353 3328 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) 88 23 227 90 140 458 281 1125 59 24 903 42 <br /> RTORReduction(vph) 0 0 136 0 0 125 0 6 0 0 6 0 <br /> Lane Group Flow (vph) 0 111 91 0 230 333 281 1178 0 24 939 0 <br /> TurnType Perm Perm Perm Perm pm+pt pm+pt <br /> Protected Phases 4 8 5 2 1 6 <br /> PermiltedPhases 4 4 8 8 2 6 <br /> Actuated Green,G (s) 20.0 20.0 W.O 20.0 24.0 20.0 24.0 20.0 <br /> EffecttveGreen, g( s) 20:0 20.0 20.0 20.0 24.0 20.0 24.0 20.0 <br /> Actuatedg/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 GrpCap (vph) 416 526 523 526 241 1168 241 1169 <br /> v/sRatioProt cO.08 0.35 0.01 0.28 <br /> v'~ Ratio Perm 0.09 0.06 0.15 cO.22 cO.41 0.03 <br /> i~ <br /> v!cRatio 0.27 0.17 0.44 0.63 1.17 1.01 0.10 0.80 <br /> Uniform Delay, d1 13.2 12.8 14.2 15.4 15.1 18.5 11.7 16.7 <br /> Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Incremental Delay, d2 1.6 0.7 2.7 5.7 110.2 28.3 0.8 l:;q <br /> v.v <br /> Delay(s} 14.8 13.5 16.9 21.1 125.3 46.8 12.5 22.6 <br />- Level of Service B B B C F D 8 C <br /> ApproachDelay(s} 13.9 19.7 6i.9 22.4 <br /> Approach LOS B 8 E C <br /> <br /> <br />HCMVolumetoCapacityratio <br />Actuated Cycle Length (s) <br />InterseclionCa pacityUti !ization <br />Analysis Period (min) <br />cCriticaiLaneGroup <br /> <br />570 <br />80.2% <br />15 <br /> <br />Sum of lost time (s) <br />ICULeve!ofService <br /> <br />125 <br />D <br /> <br />Baseline <br />%user_name% <br /> <br />Synchro 7 -Report <br />Page1 <br />