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<br /> Hamline'Ave.& Hwy 96 Arden HitlsOffice Park
<br /> 2005 A.M. Peak Hour Arden Hills, MN
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<br /> _.-r.2;~'1k."'_~B~!!"~1\'fuI~~4'~~;_il\I:,g~
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<br /> Lane Configurations , tt rt " tt [f " ,,4' J" ,", .;4'"l
<br /> Ideal Fldw (\rp]lpl). "'.19QO!lQOO J900', J900 WOO 1'900. 19001900l900t9J~l!! J9QJ)I;;;;1~O
<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 Util Factor !1'IQ(l,!. 0.95:!>too' 0!971t95 l;Qo.' tt950.9.51;Q(l '>;if;mx:,;;J!Ilj()
<br /> - ">'-'"., '
<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 0.95 1.00 1.00 ti:95 >@61.00' \';;'}l}Jil~r HID
<br /> Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1705 1583 1804 1583
<br /> Fij Pennitted 1.00. 0;95 1;00 .0.95 0.9(1 'Cl;oo 'Q;;97!;!;.li@
<br /> -~".. ., . "',,.", ,-
<br /> Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1705 1583 1804 1583
<br /> Volume (Vph) .,;to'.' 775 266 970 l1l9 .' ',";23 69 10 . t2tr: 1:;1;;;;'}6,,';;};22
<br /> ,.,....".,...... ok"
<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 /> Adj. Flow (vph) 277 1010 1166 24 7'2 10 125
<br /> RTOR Reduction (vph) 0 0 0 0 0 9 0 0 116 0 22
<br /> Lane Group FloW (vph) , .10 807 277 1010 1166 '.15 40 42 9 'if7,',..';B,
<br /> Turn Type Prot Perm Prot Perm Split Perm
<br /> Protected Phases 6 5 2 4 4
<br /> Permitted Phases 6 2 4 3
<br /> Actuated Green, G (s) 0,6 20.1 20,1 23,1 42.6 42.6 4,2 42 42
<br /> Effective Green, g (8) 0.6 22,1 22.1 23,1 44,6 44.6 5.2 52 5.2 3.6 3.6
<br /> Actuated g/C Ratio 0.01' 0.32 0,32 0.33 0.64 0.64 0.07 0.07 0.07 m15 0..(l5
<br /> Clearance Time (5) 4,0 6,0 6,0 4.0 6,0 6.0 5,0 5.0 5.0 4,0 4.0
<br /> Vehicle Extension(s) ,3.,0 3.0 3.0 3.0 3,.0 3,0 3.0 3.0 3,0 (3..0'''' 3:0
<br />. Lane Grp Cap (vph) 15 1117 500 1133 2255 1009 125 127 118 93 81
<br /> v!s Ratio Prot 0;01 'c023 cO.29 0,33 0.02 cO.02
<br /> vis Ratio Perm 0,17 0,01 0,01 0.00
<br /> vlc Ratio 012 0.55 0.89 0.52 0.02 0.32 0,33 0.08 oHili.' 0:01,
<br /> Uniform Delay, dl 34,6 21.2 19.9 22,3 6.9 4.7 30.7 30,7 30,2 31.8 31.5
<br /> progression Factpr ,1.00 1:00 1.00 1.00 1.00 Lao 1,00 1J')O t.OO
<br /> Incremental Delay, d2 75,9 4.1 4.4 9.1 0,9 0,0 1,5 1.5 0,3 1.0 0.1
<br /> Delay (s) 110.5 25.3 242 31.3 7.7 4.7 32.2 32,3 30,5
<br /> level of Service F C C C A A C C C
<br /> Approach Delay (s) .25.8 18.5 312
<br /> Approach LOS C B C C
<br /> HCM Average Control Delay
<br /> HCM Volume to GiJP"clty'r~llo
<br /> Actuated Cycle Length (s) Sum of lost time (s) 16.0
<br /> Intersection Capacijy.l)bi,,,a\ioh ICU level of Service C
<br /> Analysis Period (min)
<br /> c Critical Lane Group
<br />I 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDI
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