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9/17/2012 10:46:46 AM
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11/14/2006 4:22:32 PM
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<br />C) <br /> <br />() <br /> <br />Hamline Ave and Hwy 96 <br />2007 A.M. Peak Hour - Build <br /> <br />Arden Hills Office Park <br />Arden Hills, MN <br /> <br />. <br /> <br />/ - " -f - -\.. "\ t ;+- '. J. ./ <br />~~ <br />r 4"' <br />'1~Q9rnDl~~~irn'if1~1\!Jm;f;f;f;fm!1;~ <br />4.0 4.0 4.0 <br /> <br />Lane Configurations , ++ , <br />t~'"t~I1\'~ l~~llfJ'. ?;~~]J;!J1""Q9;' t900',;f'1'!i:OO; <br />Total Losttime ls) . 4.0 4.0 4.0 <br />E:~li~'JJfifFi\ei(5~ .u';;?"~O!}' ,i:01l:!P') ,;~'Po <br />Frt 1.00 1.00' 0.85 <br />Fit I;l~Qlitliled i:;"; ,-; .~;J,:ii'Th;'"9.5I<, HIO ".11 ;00 <br />Sa'td Flow (pr~t) , "17703539 1583 <br />F~l'/tJ) I @~d :i:,!!ii;f;f.'!:ii,1;fi?1:!}5:; -11.90 1,00 <br />Said. Flow (perm) 1770 3539 1583 <br />Yofu.me. (~I1~)'!\'!i"ii;!' >.;f:!~Q!"820 , 280 . <br />Peak-hour factor, PHI" ' .0.96. 0.96 0.96 <br />A".""I ..(5"~J'''.' ,. ,.,.."U.fo,." . d"42nZ <br />..... .~Fit::9:~_ :XQ~i:?:;: 'L'::\5L3;?",,~\1;'1;;(: gi~;::i';:_c;;r,,-?'_..' Y"v"'; <br />RTOR Reduction (vphf . 0.. 0 0 <br />I:fjlie~I'(;\i;lI'[IT-[Q~ (vPrr;;:j;.!!JO;,<!54," 292 <br />Turn Type Prot Perm <br />l?fO~~I'lq;iPhasl\s.' '.-('ii!,.' ';1 ' 6 ,. <br />Permitted Phases ." . <br />Actu.at~dGreen, G{s)',;,Q:6-' <br />Effective Green, g (s) 0.6 <br />Adli.taied glC Ratio ' 0.01. <br />Clearance Time (s) 4.0 <br />Vehicle Extensiqn (s) 3.0 <br />Lane Grp Cap (vph) 14 <br />vfs Ratio Piot'... . . ' 0.Q1 <br />vis RaHo Perm <br />vl!;R~io .,.. <br />Uniform Delay, d1 <br />I"roQ,es$ion Factor <br />Incremental Delay, d2 <br />Delay.(s) <br />Level of Service <br />Approach Delay (s) <br />Approach LOS <br /> <br />0.85 <br />-Loa! . <br />1583 <br />.1.00-,;,.. <br />1583 <br />156 <br />0.96 <br /> <br />1.00 <br />'. ..tk\!~'lli 'i~1lO <br />1817 1583 <br />?;fli!;f~;!i;:lf~ <br />1817 1583 <br />. " 19 ?;.~o!!,-;29 <br />0.96 0.96 0.96 <br /> <br /> <br />o <br />o <br /> <br />o 20 <br />,.-......L..."._.,._."..".._.. <br />:r',%i::2CMli~11'i!filt,t <br />Perm <br /> <br />6 <br /> <br /> 2 <br />46.4 46.4 5.4 5.4 <br />48.4 48.4 6.4 6.4 6.4 <br />0.65 0.65 0.09 0.09 <br />6.0 6.0 5.0 5.0 5.0 <br />3.0 3.0 3.0 3.0 3.0.'. <br />2284 1022 143 145 135 <br />0.35 0.03 CO,03 <br /> <br />3 <br /> <br />20.5 <br />22.5 <br />0.;l0 <br />6.0 <br />;l.0 <br />1062 <br />c0.24 <br /> <br />26.5 <br />26.5 <br />0.35 <br />4.0 <br />3.0 <br />1213 <br />cO.32 <br /> <br />22.5 <br />0.30. <br />6.0 <br />3.0 <br />475 <br /> <br />3.6 3.6 <br /> <br />4.0 <br />3.0 .3.0. <br />87 76 <br /> <br />. <br /> <br /> <br />0.18 <br />0.61 <br />22.5 <br />1,00. <br />5.8 <br />28.4 <br />C <br /> <br /> 0.01 0.01 <br />0.90 0.55 0.0.1 0.31 0.33 0.10 <br />23.0 7.3 4.8 32.2 32.3 31.6 <br />1.00 1.00 1.00 1.00 1.00 1.00 <br />9.4 0.9 0.0 1.3 1.3 0.3 <br />32.5 8.2 4.8 33.5 33.6 32.0 <br />C A A C C C <br /> 19.4 32,6 <br /> B C <br /> <br />0.00 <br />0.23. 0.01 <br />34.4 34.0 <br />1..00 1,00 <br />1.4 0.1 <br />35.7 34.1 <br />D C <br /> <br />0.:80 <br />24.2 <br />1.00 <br />6.5 <br />30.7 <br />C <br />31.0 <br />C <br /> <br />..0..71 <br />37.1 <br />1.00. . <br />100.1 <br />137.2 <br />I" <br /> <br /> <br />_~~Jllimtr(~_1lIinL~~~ilE1l1ii~~~~__ <br />HCM Average Control Delay 24.0 HCM Level of Service C <br />1--lCM\(plumeloCapaC:ityratio M6 <br />Actuated Cycle Length (s) 75.0 Sum of lost time (s) 16.0 <br />InterEiectioncapaqityUlilizaHon 71.8% ICU Level of Service C <br />Analysis Period (min) 15 <br />G CrijicalLaneGroup <br /> <br />. <br /> <br />5/9/2005 <br /> <br />Synchro 6 Report <br />Page 1 <br /> <br />TDI <br />
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