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<br /> Hamline Ave and Hwy 96 Arden Hills Office Park
<br /> 2007 P.M. Peak Hour - Build Arden Hills, MN -
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<br /> lane Configurations ,',,' "~" tt,t ,t;"I , tt, , l' ,,' 'I ,4' ,1' 4' l'
<br /> Ideal Flow(vphpl)';':rjip{),'~f,:wg{)~:if1il.i;1~;'f9,ill9i<.19l)Q', 1900. ,.1900' 1900 'l!lOO 1900 1900 1900
<br /> Total lost lime (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
<br /> lime Utili i=act<:lr "!)H.~;!:lQ;HrIl';~~;,'t{fl!!;0it'~:,\t~i: )0:.115. 1;00/ OJl$ 0(95 1.00 1.00 1.00
<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 "p.\tqji~Nl:;Ql!f;':ii~{fl!!jr',;Qi9,!.>'.'it;~'Q';, too" Oi!lS OcOO, 1.00 0.97 1.00
<br /> Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583
<br /> FU Pennitted ',i,:o,~;j('itfl!!i,!j,i~;Hr(l,:llq HiQif!(j,! . too 0,95 0,96 1.00 0.97 1.00
<br /> Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583
<br /> Volume (vph) ';'~(J;iB't~,,:O,,"';i.11;'1)!jHi;';ej~'!1jg() ',' 'jo;; 280 10 760 20 10 10
<br /> Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0,98 0.98
<br /> Adj. Flow (\/Ph) " "'eo<i'1'19!1j"ijl'-12",;:g,'1'1\.1143,'tO 286 10 77.6 20 10 10
<br /> RTOR Reduction (vph) 0 0 0 0 0 6 0 0 98 0 0 10
<br /> lane Group;FIQw(vPb'Y, 26j,j'\filfj';i'i!ij~E ,jgW4;;1143 "4 144 152 678 0 ;30 0
<br /> Turn Type Prot Perm Prot Perm Split Perm Sptit Perm
<br /> protected Phases 2" 4 4 3 3
<br /> Permitted Phases 2 4 3
<br /> Actuated Green, G(s) 42;6 53.0 53.0 53.0 3,6 3,6
<br /> Effective Green, g (s) 1,8 44,6 54.0 54.0 54.0 3,6 3.6
<br /> Actuated giC Ratio 0;02 '" O;3!!' (t37 0.45 0.45 0.45 0,03 0.03
<br /> Clearance Time (s) 4,0 6.0 6.0 5.0 5,0 5,0 4.0 4,0
<br /> Vehicle Extension (s) 3'0" 3,\0' 3Jl 3,0 3,0 3.0 3,0 3,0 .
<br /> lane Grp Cap (vph) 27 507 588 756 761 712 54 47
<br /> vis Ratio- Prol 0.09 0.09 cO,02
<br /> vis Ratio Penn 0.00 cO,43 0,00
<br /> vie Ratio Oi74 . j,!:l$;:;ijige:;6i93.6.87 0.01 0.19 0;26 0.95 0,56 0.01
<br /> Uniform Delay, dl 58.9 40,8 29.9 55.7 35,0 23.7 19.9 19.9 31,7 57,4 56.5
<br /> Progression Factor 1:66,1',9.9 'ji6Q.it:oo ,1':00 1.00 1.00 1.00 1.00 1,00 1.00
<br /> Incremental Delay. d2 70.7 42.4 1.0 41.4 8.0 0.0 0.1 0.1 22.5 11,8 0,1
<br /> Delay(s) 43.0 23.8 20..0 20.1 54.2 69.2 56.5
<br /> level of Service F D C B C D E E
<br /> Approach Delay (s) 51.3 44,8 66,0
<br /> Approach LOS D D E
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<br /> HCM Average Controt Delay 59.5 HCM level of Service E
<br /> HCM 'Volu(T1etocapaCiIY~atio
<br /> Actuated Cycle length (s) Sum of lost time (s) 16.0
<br /> Inters"ction Capacity Utilization 9zt% ICU level ofServi~ F
<br /> Analysis Period (min) 15
<br /> G Critical Lane Group
<br /> 5/9/2005 Synchro 6 Report ,
<br /> Page 1
<br /> TDI
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