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<br />.'<."", <br />(~) <br /> <br />Hamline Ave and Hwy 96 <br />2007 P.M. Peak Hour - Build <br /> <br />Arden Hills Office Park <br />Arden Hills, MN <br /> <br />. <br /> <br />~ <br /> <br />.; <br /> <br />- " .f -- '- "'\ t t' <br /> <br />_" '1~_fi%_"m____lfilimi_"'_;_".'_il1lmillrJill>____ <br />J.Yl1aJ]f.;5?ft."Jkil,~fibm_~l~~gla~~1R_ <br />Lane Configurations"! HH r"!"!tt r "! 4'r, ..<t. <. r <br />Ideal Flow (vphpl) 19!1Q' '19"()"0":19Qj)':190!l'190(l,1900 1900 1900 1 900 190Q:1'911Qi::i1g~"iJ <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 Uti!. Factor 1,Q(l' 0.9$: 1000 0.97 0.9$ 1000 0.95 0.95 l.d(l1',Qj)i:'1L.od <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 <br />Fit Protected 1.00 1.00 0.95 0,96 1.00 <br />Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583 <br />Fit Permitted OISS 1.001.00 0.95 1.00 1.00 0.95 0.96 1:00 <br />Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1691 1583 <br />Volume (vph) ZO' .1170 110 210 112.0 10 280 10 760 <br />Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br />Adj. Flow (vph) 1143 10 286 10 776 <br />RTOR Reduction (vph) 0 0 0 0 0 6 0 0 98 <br />Lane GrClup Flow (yph)ZO'1 1194 112 214 1143 4 144 152 678 <br />Tum Type Prot Perm Prot Perm Split Perm Split <br />protected Phases '5 2 4 4 <br />Permitted Phases 6 2 <br />Actuated Green, G (s) 1.8. 36.4 36.4 810 42.6 42.6 <br />Effective Green, g (s) 1.8 38.4 38.4 8.0 44.6 44.6 <br />Actuated glC Ratio 0.0-20;32 032 0.07 0.37 0.37 <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 Grp Cap (vph) 27 1132 507 229 1315 588 <br />vis Ratio Prot 0.01 cO.M CO.06 032 <br />vis Ratio Perm 0.07 <br />vlc Ratio 0.74 1.05 0.22 0.93 <br />Uniform Delay, d1 58.9 40.8 29.9 55.7 <br />Progression Factor 1.00 1,00 1.00 1.00 <br />Incremental Delay. d2 70.7 42.4 1.0 41.4 <br />Delay (s) 129.6 83.2 30.9 97.1 <br />Level of Service F F C F <br />Approach Delay (s) 79.5 <br />Approach LOS E <br /> <br />0.87 <br />35.0 <br />1.00 <br />8.0 <br />43.0 <br />D <br />51.3 <br />D <br /> <br />0.00 <br />0.01 <br />23.7 <br />1.00 <br />0.0 <br />23.8 <br />C <br /> <br />53.0 <br />54.0 <br />0.45 <br />5.0 <br />3.0 <br />756 <br />0.09 <br /> <br />0.19 <br />19.9 <br />1.00 <br />0.1 <br />20.0 <br />B <br /> <br />53.0 <br />54.0 <br />0.45 <br />5.0 <br />3.0 <br />761 <br />0.09 <br /> <br />0.20 <br />19.9 <br />1.00 <br />0.1 <br />20.1 <br />C <br />44.8 <br />D <br /> <br />4 <br />53.0 <br />54.0 <br />0.45 <br />5.0 <br />3.0 <br />712 <br /> <br />c0.43 <br />0.95 <br />31.7 <br />1.00 <br />22.5 <br />54.2 <br />D <br /> <br />'. <br /> <br />~ <br /> <br />1803 1583 <br />0.97 . ,,00 <br />1803 1583 <br />19',:.10 <br />0.98 0.98 <br /> <br />10 <br />o <br />Perm <br /> <br />3.6 <br /> <br />3.6 <br />3.6 <br />0.03 <br />4.0 <br />3.0 <br />47 <br /> <br />. <br /> <br />20 <br />0.98 <br />20 <br />o 0 <br />o. 30: <br /> <br />4.0 <br />3.0 <br />54 <br />cO.02 <br /> <br />0.56 <br />57.4 <br />1.00. <br />11.8 <br />69.2 <br />E <br />66.0 <br />E <br /> <br />0.00 <br />0.01 <br />56.5 <br />1.00 <br />0.1 <br />56.5 <br />E <br /> <br /> <br />HCM to Capacity rallo <br />Actuated Cycle Length (s) <br />Intersection Capacity Utilization <br />Analysis Period (min) <br />c Critical Lane Group <br /> <br />Sum of lost time (s) <br />ICU Level of Service <br /> <br />16.0 <br />F <br /> <br />5/9/2005 <br /> <br />. <br /> <br />TDI <br /> <br />Synchro 6 Report <br />Page 1 <br />