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<br />River road at Hunsaker Lane <br />3: Int <br /> <br />2022 'Build' EXisting <br />8/24/2007 <br /> <br />LaneConfigurations <br />Volume (vph) <br />IdeaIFlow(vphpl) <br />Total Lost time (5) <br />LaneUtil.F actor <br />Frt <br />FItProtected <br />Satd. Flow (pret) <br />FltPermitted <br />Satd. Flow (perm) <br />Peak-hourfactor,PHF <br />Adj . Flow {vph) <br />RTORReduction(vph) <br />lane Group Ftow(vph) <br />Turn Type <br />Protected Phases <br />PermittedPhases <br />Actuated Green,G (5) <br />EffectiveGreen,g( s) <br />Actuatedg!C Ratio <br />Clearance Time (s) <br />Lane Grp Cap (vph) <br />v!sRatioProt <br />vis Ratio Perm <br />vlcRatio <br />Uniform Delay, d1 <br />ProgressionF actor <br />incrementa! Delay, d2 <br />Delay(s) <br />Level of Service <br />ApproachDelay(s) <br />Approach LOS <br /> <br />..J- <br /> <br />123 <br />1800 <br /> <br />0.97 <br />127 <br />o <br />o <br />Perm <br /> <br />--... 't <br /> <br />4 <br /> <br />-4 r' <br />38 327 <br />1800 1800 <br />4.5 4,5 <br />1.00 1.00 <br />1.00 0.85 <br />0.96 1.00 <br />1700 1500 <br />0.44 too <br />785 1500 <br />0.97 0.97 <br />39 337 <br />0 121 <br />166 216 <br /> Perm <br />4 <br /> 4 <br />20.0 20.0 <br />20.0 20.0 <br />0.35 0.35 <br />4.5 4.5 <br />275 526 <br />0.21 0.14 <br />0.60 0.41 <br />15.2 14.0 <br />1.00 1.00 <br />0" 2.4 <br />v.o <br />24.7 16.4 <br />C B <br />19.1 <br />8 <br /> <br />164 <br />1800 <br /> <br />0.97 <br />169 <br />o <br />o <br />Perm <br /> <br />-('" <br /> <br />+- <br /> <br />"- <br /> <br />~ <br /> <br />t <br /> <br />111 <br />1800 <br /> <br />0,97 <br />114 <br />o <br />o <br /> <br />r <br /> <br />'. <br /> <br />+ <br /> <br />./ <br /> <br />59 <br />1800 <br /> <br />0.97 <br />61 <br /> <br />o <br />o <br /> <br /> <br />HCM Average <br />HCMV olumetoCapscityratio <br />Actuated Cycie Length (s) <br />IntersectionCapacityUtilization <br />Analysis Period (mini <br />cCriticalLaneGroup <br /> <br />15 <br /> <br />8 <br /> <br />4" (I "l 1'1+ <br />205 664 404 1598 <br />1800 1800 1800 1800 <br />4.5 4.5 4.0 4.5 <br />1.00 1.00 1.00 0.95 <br />1.00 0,85 1.00 0:99 <br />0,98 1.00 0.95 1.00 <br />1726 1500 1676 3320 <br />0.78 1.00 0.20 1.00 <br />1374 1500 353 3320 <br />0.97 0.97 0.97 0.97 <br />211 685 416 1647 <br />0 119 0 9 <br />380 566 416 1752 <br /> Penn pm+pt <br />8 5 2 <br /> 8 2 <br />20.0 20.0 24.0 20.0 <br />20.0 20,0 24.0 20,0 <br />0.35 0,35 0.42 0.35 <br />4.5 4.5 4.0 4.5 <br />482 526 241 1165 <br /> cO.12 0.53 <br />0.28 cO.38 cO.50 <br />0.79 1.08 1.73 1.50 <br />166 18.5 28.8 18.5 <br />1.00 1.00 1.00 1.00 <br />12.3 61.4 343.6 231.2 <br />28.9 79.9 372.4 249.7 <br />C E F F <br />61.7 273.2 <br />E F <br /> <br />12.5 <br />H <br /> <br />'1 tt+ <br />49 1290 <br />1800 1800 <br />4.0 4,5 <br />1.00 0.95 <br />1.06 0,99 <br />0.95 1.00 <br />1676 3331 <br />0.20 1.00 <br />353 3331 <br />0.97 0.97 <br />51 1330 <br />0 6 <br />51 1385 <br />pm+pt <br />1 6 <br />6 <br />24.0 20.0 <br />24.0 20,0 <br />0.42 0,35 <br />4.0 4.5 <br />241 1169 <br />0.01 0.42 <br />0,D7 <br />0.21 1.18 <br />25.4 18.5 <br />1.00 1.DO <br />2.0 92,1 <br />27.4 110.6 <br />C- F <br /> 107.7 <br /> F <br /> <br />Baseline <br />%useUlame% <br /> <br />Sum of lost time. (8) <br />ICULeve!ofServic8 <br /> <br />Synchro 7 -Report <br />Page1 <br />