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<br />H~mlihe'Aveand Hwy 96 Arden Hills Office Park
<br />.. 2007 A.M. Peak Hour - Build Arden Hills, MN
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<br />.. ~-'). .(-'-.... t ~\.~ ~
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<br />~'lF';;Y!J~>B~:if;~~~~~~J!IIl~
<br />. . _ .~ ~" ".,. - _ _~_w _ ~~ t~R!'.\lllif'!L.."_,, _..-_"""_-,_,"_._Jt~-1?~.,_-..",,,c,,,, _ _,,, ____..,*, ',. . __ ,', '"" _> __ ~
<br />lane Configurations ,tt r " tt r , 4' r 4' r
<br />iR~i:lI_;WB!;11;IJfJi.;;;;;jj.ici90Q,5,j~(l0\ 1$J0 ' 1900 1900 1900 1900 190(h1900 1900'190lL"1:$JP
<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 />.;06'k'Ff~h'-~i"""''';)"f''''''';'J'''''''''''''1''~' 0 97 095 100 095 095' '1 ~ ' "1 AA"-1'.""
<br />N~~~~z!E;E!~'Fr7i:-'W~~rt~;~%~:pLFt~'?:"?#;? ->;_USJ:_~} _ ~ - -- . _ ~- - - ~ - - _ <>-\ 'i. :;\J:Y'" "-::':}'~-J;;{-"-:_,\~
<br />Frt ., .. . 1.60 1.00' 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85
<br />F,i~~~~;.;0:i';;)';';lii~~'lj;t~J.l\i) jUlU', 0.95 1.00 1,00 0,95 0.96 11.00' . ,q;~il:f.1:Q{j
<br />Satd, Flow (prot) 1nO 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br />fi~R~I'i:jli!.filq:~~j"".,:i:;::~tj',95i;'Ji:OO'; 1inO; 0.95 1.00 1,00 0.95 0.96 1.00 .... ,OJ~W'1,;oO
<br />Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br />\l~tll;!i€iI<YI;>]l)~l;;:\;ii;', .:'i':;~!f;":WO' 280 1050 1200 20 80 10 15010'1.0.0' 20
<br />Peak-hour factor, 'PHF 6.96 0 0.96 0.96 0,96 0.96 0,96 0.96 0,96 0.96 0.96 0.96 0.96
<br />l\aj;~F!\l.~i\li?:~li!" :;isf'";~-1~.t1.lJi; 854..., 292 1094 1250 21 83
<br />RTOR Reduction (vph) 0 0 0 0 0 7 0
<br />Ui[ie;[jrq~~,H~.(\lpl1);";.';01'!l;;'8!W .292 1094 1250 14 45 ,.,1
<br />Turn Type Prot Perm Prot Perm Split Perm Perm
<br />I1'rbleJ;t~(!J~li~rl",: i' · "1' , . 6 5 2 4
<br />Permitted Phases 6 2 4 3
<br />A~\uaje(f'G[eeltfg; (s)" 0:,6 20,5' 205 26.5 46.4 46.4 5.4
<br />Effective Green, g (s) 0,6 22,5 22,5 265 48.4 48.4 6.4 6.4 6.4 3.6 3.6
<br />ACtuatiid"91GiRa!ig;., '0,01 Oi.30 0.30 0,35 0.65 0.65 0.09 0.09 0.09 0,05 ,O:Q5
<br />Clearance Time (s) 4.0 6.0 6,0 4.0 6,0 6.0 5.0 5.0 5,0 4.0 4.0
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<br />. r;~:a~~~:s~~~~t: ,3;~ 1:~~43~~ 12~'~ 223~ 1:2~ 1~~ 1~~ 1~~ ~~.' ~~
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<br />vrs:Ratr~l?rot..,.,.,. ;0.01' <;0:24cO.32 0,35 0.03
<br />vis Ratio Perm 0.18 0.01 0,01
<br />vm:Ra~o."o" :., '0;11 ' 0.80 0.61 0.90 0.55 0,01 0.31 0.33 0.10 0.23'.-/),01
<br />Uniform Delay, d1 37.1 24.2 22,5 23,0 7,3 4,8 32,2 32.3 31.6 34.4 34.0
<br />l;::\.Og,ess\Oi}'f?ctpr.' .1.00 1,00 1 JJO 1.00 1,00 1,00 1.00
<br />Incremental Delay, d2 100.1 6.5 5.8 9.4 0,9 0,0 1,3 1,3 0,3
<br />rjlilay.{s) , 137.2 30.7 28.4 32.5 8.2 4,8 33.5 33.6 32,0 34:1
<br />level of Service FCC C A A C C C C
<br />Appt-qapl1'QeJay(s) 31;0 19.4 32.6
<br />Approach lOS C B C C
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<br />~"~~_illi!l_'f."" .df+0ii0:;;:0',-#""c;:,':/!J;i!ii1Mk\f1':F:"'_1itlC\11li'ffilli:"f""__~ iIlIIllIliIl
<br />fJiJ~~ . ."'." - '_ ,~?b'B~~&~;;;;~~_::xxr#j(:.2302.*<>2'::G",;Jh~?0~*!lffifi1!~t'ralqWWi.1l&U$$gf;~ _' ~__ l~ _ Tif;:;:. _
<br />HCM Average Control Delay 24.0 HCM level oj Service C
<br />HGM,:\(6tU/Iie,19 Capacity ratio 0.76
<br />Actuated Cycle length (s) 75,0 Sum of lost time (s) 16.0
<br />Iri!erseCl;on Capacity Utilization '71.8% ICU leveJ of Service C
<br />Analysis Period (min) 15
<br />C" Critical lane Group
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<br />I 5/9/2005 Synchro 6 Report
<br />Page 1
<br />TDI
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