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<br /> Harntine Ave & Hwy 96 Arden Hills Office Park
<br />" 2007 A.M. Peak Hour. No-Build Arden Hills, MN
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<br /> ' - . . ~'.'ft,.:_'::- '. _ ' :-' " ': .".,.1j;f",~j':,i;~!;l,:,',. .', ,.--1'[-1'[:.,.':. ' : ."" : , ' ,
<br /> lane Configurations "i tt r "i"i tt r "i 4' r 4' r
<br /> 1~~~JE!~Wi{\rpl)p11' l(i.oA';:'1(i.oOii ,1&.0.0 1900 1900 1900 '19(}(},'::'19lJU':"@ffffi;!19QO'ii1illE"i!fooo
<br /> _CO';'>',_'-,_:'; -,:' """:-.<<-_"_"-""',,:~i'c'_ ';...,:. ... ,.->:>,","';.,'. ""'@;L"",,,,h.,,.,,~
<br /> T otallost 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 /> ~!'\"~;t!tiI;:ltactQf' 1;O!):"OiS$ -.1.00 0,97 0.95 1.00" q'9$ii'0':9$i~;''I.)!.lP;F':!iii!i.i1,'jl!~~~:i:lti~
<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 /> r!t!~t~tgd O.@.W' 'j:o'o'l(}O 0.95 1.00 1.00D.9$,6:96t::i:.::1;t<\Qf! .i:.t:::;j"i:q~~~ifIf:~~
<br /> Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br /> FW-R(;:W!\lgq 0.95 1.00 1.00 '0:95;' ,:a.(1l)'!...',~,~W;i:;W:"::!Ir!;:~,~~i.i'irtl!~
<br /> Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br /> V;fuftim~(vpli) . , '.' '1U"<lZo};.2801030 1190 2.0 '8(}'-.1A;[i:'J'1Qf:'1QWii\fl;~~t:\!i\:'~
<br /> Peak-hour factor, PHF 0.96 0,96 0.96 0,96 0.96 0.96 0,96 0.96 0.96 0.96 0.96 0.96
<br /> A{j~)'Fl<iW.(!llih)" 1073 1240 21 8~;j:i ,lQ.!;:146,i: ':1A';;ii.jl'!i2.ii'lrf,ii~ili
<br /> RTOR Reduction (vph) 0 0 0 0 0 7 0 0 134 0 0 2.0
<br /> l",ii", "Q(pU'p FlbW {VPh} 1Il::854 292 1073 1240 14 ,',,' '8......." ,',' """"jli('T"'"
<br /> 45 4' '12' '9 """'-2 ......80..1
<br /> -'.',. ,- 'n :>:,L-i<: ~_'; ><\:f,,": :;:>^;'?:;:;_,<,.:1tfiirwd':'t",
<br /> Turn Type Prot Perm Prot Perm Split Perm
<br /> Ptbfe(;te~Ph"fl$eS 5 2 4
<br /> Permitted Phases 6 2 4
<br /> ActUat"dpreen, G (s) 0.6 20,9 20.9 26,1 46.4 46.4 5:,4
<br /> Effective Green, g (s) 0.6 22.9 22,9 26,1 48.4 48.4 6.4 6.4 6.4 3.6 3.6
<br /> Actu"tediJfC Riltio 0.01 0.31 0,31 9,35 0.65 0.65 0:09 0.09
<br /> Clearance Time (s) 4.0 6,0 6,0 4,0 6,0 6,0 5,0 5,0 5,0 4.0
<br /> V"f\icJeE;xlension, (s) 3..0 3.0 3..0 3.0 3.9 3.9 3.0CC3,O 3iO :'3.0 ;iIf.If3tl1
<br />I Lane Grp Cap (vph) 14 1081 483 1195 2284 1022 143 145 135 87 76
<br /> v]i;,R"ftoiprof (XO} ,c9:24 cO.31 0.35
<br /> vis Ratio Perm 0,18 0.01
<br /> Vic'Riitio 0.71 .079 0.69 0,90 0.54 0.01
<br /> Uniform Delay, d1 37,1 23,8 22.2 23.2 7.3 4,8
<br /> Prqgre$'$ionFatJor 1.09 1.00 'LOO LOO 1.00
<br /> Incremental Delay, d2 100,1 5.9 5.5 9,1 0,9 0,0 1.3 1.3
<br /> DeliiY ($') 137:.2 29.7 27.7 32,3 8.2 4,8 33'!{33'.6
<br /> Level of Service F C C C A A C C
<br /> APproaci"J pelay(s) 39.2 19.2 32015
<br /> Approach lOS C B C
<br /> HCM Average Control Delay 23,6 HCM Level of Service C
<br /> HPr>1)1Qf!.ii11eto Capacityralib ' 0'75
<br /> ActuatedGycle length (s) 75,0 Sum of lost time (s) 16,0
<br /> Interse"tion Capacity. Utilization 7.1.2% ICU level of SerVice
<br /> Analysis Period (min) 15
<br /> c, Critical Lane Group
<br />. 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDI
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