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<br />. <br /> <br />. <br /> <br />. <br /> <br />() <br /> <br />Hamline Ave & Hwy 96 <br />2005 A.M. Peak Hour <br /> <br />t,..') <br />" <br /> <br />Arden Hills Office Park <br />Arden Hills, MN <br /> <br />..J- -t- -(- '-,\ t r \. +.; <br /> <br />_lII!lIIlJii!llSiv~~__&_B'=I1I!~"uel'E'IJ1WV_lll!I\!l"ilillililY_'dlI!__ <br />~~~- <br />Lane Configurations "i tt l' "i"i tt l' "i .t l' .t' <br />Ideal Flow (vphpl) 1900, 1900 .1900 1900 1900 1900 1900 1900 1900" 19DO. 19(1O}:190b <br />Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 <br />Lane UtiI. Factor 1.00" 0,95.1.00 0.97 0.95, 1.00 0.95 0.95 1.00 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 <br />Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.96 <br />Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1705 <br />Fit Permitted 0,95"tOO 1,00 0.95 1,00 1.00 0.95 0.96 <br />Satd.Flow(perm) 1770 3539 1583 3433 3539 1583 1681 1705 <br />Volume (vph) 10 775 266 970 ,1119 23 69 10 <br />Peak-hour factor. PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <br />Adj. Flow (vph) 10' 807 277 1010 1166 24 72 10 <br />RTOR Reduction (vph) 0 0 0 0 0 9 0 0 <br />Lane Group Flow (vph) 10 807 277 1010 1166 15 40 42 <br />Turn Type Prot Perm Prot Perm Split <br />Protected Phases 5 2 4 <br />Permitted Phases 6 2 <br />Actuated Green, G (s) 0.6 20.1 20.1 23.1 42.6 42.6 <br />Effective Green, g (s) 0.6 22.1 22.1 23.1 44.6 44.6 <br />Actuated g/C Ratio 0.01 0.32 0.32 0.33 0.64 0.64 <br />Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane GrpCap (vph) 15 1117 500 1133 2255 1009 <br />vis Ratio Prot 0.01 cO.23 cO.29 0.33 <br />vis Ratio Perm 0.17 <br />vlc Ratio 0.67 0.72 0.55 <br />Uniform Delay, dl 34.6 21.2 19.9 <br />Progression Factor 1.00 1.00 1.00 <br />Incremental Delay, d2 75.9 4.1 4.4 <br />Delay (s) 110.5 25.3 24.2 <br />Level of Service FCC <br />Approach Delay (s) 25.8 <br />Approach LOS C <br /> <br />l~r, <br />HCM Average Control Delay <br />HCM Volume to Capacity ratio <br />Actuated Cycle Length (s) <br />Intersection Capacity Utilization <br />Analysis Period (min) <br />c Critical Lane Group <br /> <br />0.89 <br />22.3 <br />1.00 <br />9.1 <br />31.3 <br />C <br /> <br />0.01 <br />0.02 <br />4.7 <br />1.00 <br />0.0 <br />4.7 <br />A <br /> <br />0.52 <br />6.9 <br />1.00 <br />0.9 <br />7.7 <br />A <br />185 <br />B <br /> <br />4.2 <br />5.2 <br />0.07 <br />5.0 <br />3.0 <br />125 <br />0.02 <br /> <br />4.2 <br />5.2 <br />0.07 <br />5.0 <br />3.0 <br />127 <br />cO.02 <br /> <br /> <br />116 <br />9 <br />Perm <br /> <br />4 <br /> <br />o <br />'0 <br />Split <br />3. .a <br /> <br />Perm <br /> <br />3 <br /> <br /> <br />3.6 <br />0.05 <br />4.0 <br />3.0 <br />81 <br /> <br />0.00 <br />0.01 <br />31.5 <br />1.00 <br />0.1 <br />31.6 <br />C <br /> <br />HCM Level of Service <br /> <br /> <br />C <br /> <br />21.7 <br />0.72 <br />70.0 <br />67.9% <br />15 <br /> <br />Sum of lost time (s) <br />ICU Level of Service <br /> <br />0.32 <br />30.7 <br />1.00 <br />1.5 <br />32.2 <br />C <br /> <br />0.33 <br />30.7 <br />1.00 <br />1.5 <br />32.3 <br />C <br />31.2 <br />C <br /> <br />o 22 <br />17 '. 1 <br /> <br />5/9/2005 <br /> <br />TDI <br /> <br />4 <br />4.2 <br />5.2 <br />0.07 <br />5.0 <br />3.0 <br />118 <br /> <br />3.6 <br />0.05 <br />4.0 <br />3.0 . <br />93 <br />cO.Ol <br /> <br />0.01 <br />0.08 <br />30.2 <br />1.00 <br />0.3 <br />30.5 <br />C <br /> <br />0.18 <br />31.8 <br />1.00 <br />1.0 <br />32.7 <br />C <br /> <br />C <br /> <br />16.0 <br />C <br /> <br />Synchro 6 Report <br />Page 1 <br />