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<br />,~ .
<br /> . , Arden Hills Office Park
<br /> Hamlirle 'Ave, & Hwy 96
<br />- 2005 P.M. Peak Hour Arden Hills. MN
<br /> .-J- "t ~ - '- '\ t ,. '. + ~
<br /> --+
<br /> ~~'mP~Ui!n\t'mPfi~~~~1Jilii.l~I:~..~~~~~~~mtl-=411.~
<br /> Lane Canfigurations "i tt t " tt r" ,,"i,. ,4', r, '" '" ."".' ",.;, ,'" r
<br /> Ideal"floW(vpbp!j 1900 1900 1900 WOO 190.0 'li100}' tilOO' lQQO"'l@O,' "'l.~Oil.n'''li~1t~n1'~
<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 /> Lan!\ Utile Factor 1'00 0.95 1.00 ' lJ97
<br /> Frt 1,00 1.00 0.85 1,00
<br /> FtlWrateded 0.95 1~(Jlj. .1.M 0~95
<br /> Satd. Flow (prot) 1770 3539 1583 3433
<br /> Fl.tP~rfuiited 0.95 1.00 1.00 0,95
<br /> Satd. Flaw (perm) 1770 3539 1583 3433 3539
<br /> VOitlme(VpIJ) m 1092 100 202 1058 . '4. ".7,111'" 'l:H: 'i:'.f{lln'@,n}.,'11l!
<br /> "-----""""'-'--.-',,".'.
<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
<br /> ,l\dKFlo"VNph) 10 1114 102 206 1080
<br /> RTOR Reduction (vph) 0 0 0 0 0 4 0 0 121 0 0
<br /> lAne G(WP flow (vph) 10 1114 102 206 1080 2 123 t27,~Q3 .:.i';::;6jQ';:;;t-::. ':K~~$J~~~h~j!Q
<br /> Turn Type Prot Perm Prol Perm Split Perm
<br /> Protected Phases 1 6 5 2 4
<br /> Permitted Phases 6 2 4
<br /> Actl.latedGreen, G (8) 0.4 25.4 25.4 6.0 31,0 31,0 36,0 36,Q 36,0
<br /> Effective Green, g (8) 0.4 27.4 27.4 6.0 33.0 33,0 37.0 37,0 37.0 3.6 3.6
<br /> Aduatedg/C Ratio 0,00 0.30 0.30 0.07 0.37 0.37 0,41 0.4'1 OAl
<br /> Clearance Time (s) 4.0 6,0 6,0 4.0 6,0 6,0 5.0 5.0 5.0
<br /> VehiCle Extensian (s) 3.0 3.0 3,0 3,0 3.0 3,0 3.0 3.0 3:0 '.~;{j
<br />. Lane Grp Cap (vph) 8 1077 482 229 1298 580 691 694 651 63
<br /> v/s'Rati.oProt om cO.31 cO.06 0.31 OJ)? 0:08
<br /> vIs Ratio Perm 0.06 0.00 cO.38 0.00
<br /> vie Ratio 1.25 1,03 0.21 0.90 0.83 0.00 0.18
<br /> Uniform Delay, dl 44.8 31.3 23,3 41.7 26,0 18.1 16,8
<br /> Prpgre""jon Factor 1.00 LOa 1.00 l~OO 1.00 LOO 1,00
<br /> Incremental Delay, d2 416.4 36,7 1,0 33.4 6,3 0.0 0,1
<br /> Delay (8) 461.2 68.0 24.3 75.1 32.3 18.1 17.0
<br /> Level of Service F E C E C B B
<br /> ApproachDelay (8) 67,5 391
<br /> Approach LOS E D D
<br /> HCM Average Cantrol Delay 48,6 HCM Level of Service D
<br /> HCM Volume 10 Capacity ratio 0.94
<br /> Acluated Cycle Length (8) 90,0 Sum .of last time (s)
<br /> Intersection Capacity Utilization 81.5% ICU Level .of Service E
<br /> Analysis Period (min) 15
<br /> c Critical Lane Group
<br />I 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDJ
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