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<br />Hamline Ave & Hwy 96
<br />2007 P.M. Peak Hour - No-Build
<br />
<br />Arden Hills Office Park
<br />Arden Hills, MN
<br />
<br />/ -,. ('"+-",--,\ t I' '.!-';
<br />~~~~1!lI
<br />
<br />Lane Configurations "i tt ." "i"i tt ." "i 4" ."
<br />Ideal Ft~{vl1flfiir ,j ". "'1900,. .19QOt:!~.!IDP:r:I::l:~O~"'iJ~6q',.1~g::-0iij19Q!l. 19DQ:;,1900'
<br />Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
<br />LaneUtif;F~€!f.Y:' i~-OO' '():'.l!!f~:J~i!I'!,...o;S!'l:;'o;9.s'1t~~':?Q;95 I. 0.95 .', 1.00
<br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
<br />FII Protected.; . &~? ,.1:\Q!Js~i;: 1~'Ua'li:.Qj;9.!!1-;:.t~p.;1:0a:t. Q'Q5. .OLSs>: 1.00
<br />Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583
<br />F".P'e""'tted' ... '. . · .'0'95. ' ..-ron.-:- . 1'1"""""""0.'''''''"''.#0'0'' '1. hnO" "b. '1'0' "6':. 1'10 O.
<br />"....Hi....,- 'm.t'~ ,,"':,m:::<:c;;<:'(.., ,-,:,::".;".',,:yc.:;:;f?;f:.1J?'f':'i:;\ i.;~~?S:C0:{";~0;~\g:i0,;'4;::,,' '::;-::-'11::: ;;,yy';:;'}L ,,~~hl/,:i>,':;;;1,,'.:::,;>.':..~.: .....::,
<br />Satd.Flo';" (perm) 1770 3539. 1583 -3433'.~3539u1583 16811691 1583
<br />Volume (vph),......., / 10" .1'1~)':t~~or'4t.2'.Ji.a,i.j:140.':'...-iO ;:}~JlP' to. '10"150
<br />Peak-hour factor, PHF 0.98 0.98 .0.98 - 0:98 '0..98 0.98 0.98 0.98 0.98
<br />Adj. FloW (vph).:li' , 10 1i84.:'tl?i.::.iJ~"1;143',I;.C:;::10:.265 .10',7.65
<br />RTOR Reduction (vph) 0 0 0 0 0 6 0 0 98
<br />Lane GrQ\.ip ,ft6wj{vphj. .1-f!,i1184::),::;!;t[1;;2: :.214--':' nit3'f):-~.4:::::'l34c. .1-41:: 667
<br />Turn Type .., Prot Perm ~rot Per';! Split Perm
<br />ProlectedPhases.li '..'1:-: 'j:6i';:;.g:',., ...-..-.5;;/..,52i ::"'J;'- .i 4 .;.. .4."
<br />Permitted Phases 6 2
<br />Actuated Green;.G.(s)
<br />Effective Green, g (s)
<br />Actuated glC Ratio..
<br />Clearance Time (s)
<br />Vehicle Extension (s)
<br />Lane Grp Cap (vph)
<br />vts Ralio Prol .
<br />vis Ratio Perm
<br />vlc Ratio
<br />Uniform Delay, dl 59.8 40.3
<br />Progression Factor 1.00
<br />Incremental Delay. d2 647.5
<br />Delay (s) 707.3
<br />Level of Service F
<br />Approach Delay (s)
<br />Approach LOS
<br />
<br />
<br />0.4
<br />
<br />39.4
<br />
<br />39.4
<br />
<br />8.0
<br />
<br />4.0
<br />3.0.
<br />6
<br />0.01
<br />
<br />.2
<br />71.5
<br />E
<br />
<br />0.9
<br />.30.1
<br />C
<br />
<br />41.4
<br />97.1
<br />F
<br />
<br />5.7
<br />38.5
<br />D
<br />
<br />0.0
<br />22:3
<br />C
<br />
<br />0.1
<br />20.4
<br />C
<br />
<br />0.1
<br />20.5
<br />C
<br />46.2
<br />D
<br />
<br />
<br />
<br />E
<br />
<br />4
<br />52.0
<br />53.0
<br />
<br />5.0
<br />3.0"
<br />699
<br />
<br />c0.42
<br />0,95
<br />32.3
<br />1.0"0
<br />23.2
<br />55.5
<br />E
<br />
<br />1900
<br />
<br />20
<br />0.98
<br />20"
<br />o
<br />o
<br />Split
<br />3
<br />
<br />}-~~'llliIl_:liIl_
<br />J~f" ,. ,', ". . L: "ik~ ' . ,1tHt '" _, ,,' ' z
<br />HCM Average Control Delay 56.2 HCM Level of Service E
<br />HCM:Volumelo'Capa<;ityratio
<br />Acluated Cycle Length (s)
<br />Intersection CapacilyUtilization
<br />Analysis Period (min)
<br />c Critical Lane Group
<br />
<br />91.8%
<br />15
<br />
<br />Sum of losl time (s)
<br />ICU Level of Service
<br />
<br />16.0
<br />F
<br />
<br />5/9/2005
<br />
<br />TDI
<br />
<br />Synchro 6 Report
<br />Page 1
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