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07-11-05
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07-11-05
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9/17/2012 10:46:46 AM
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11/14/2006 4:22:32 PM
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<br />(j <br /> <br />Hamline Ave & Karth Lake Cr <br />2005 P.M. Peak Hour <br /> <br />Arden Hills Office Park <br />Arden Hills, MN <br /> <br />..J- -l- -f- '-~ t 1'). +.; <br /> <br />--__"".,_IlII__I'__yAl____--.1flla____ <br />~_t~_i_~ <br />Lane Configurations 4> 4> 'I.. 4'.. <br />Sign Control SloP: Stop' . " . Eree . ,<.: ,:"'f;:f;;i':j;;:::~fre~Cj;~'j <br />Grade 0% 0% 0%" ..,~, O%.'_~" . <br />Volume (veh/h) <br />Peak Hour Eactor <br />Hourly flow rate (vph) <br />Pedestrians <br />lane Width (II) <br />Walking Speed (ftIs) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type <br />Median storage veh) <br />upstream signal (II) <br />pX, platoon unblocked <br />vC, conflicting volume 1528 1527 174 1364 1528 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />tC, single (s) <br />tC, 2 stage (5) <br />tE (s) <br />pO queue free % <br />cM capacity (vehlh) <br /> <br /> <br /> <br /> <br />None <br /> <br />None <br /> <br /> <br /> <br /> <br />1528 1527 <br />7.5 6.5 <br /> <br />348 <br />4.1 <br /> <br />1105 <br /> <br />174 1364 1528 1101 <br />6.9 7.5 6.5 6.9 <br /> <br /> <br />3.5 <br />60 <br />75 <br /> <br /> <br />4.0 <br />100 <br />112 <br /> <br />3.3 <br />98 <br />839 <br /> <br />3.3 <br />96 <br />207 <br /> <br />22 <br />98 <br />1207 <br /> <br />3.5 <br />94 <br />101 <br /> <br />4.0 <br />100 <br />112 <br /> <br />~~""__~_!4tJllm.jj~"'~j'__~"'ljjiill'1!il!a"'iB1''''~'''.,-~"".Cl!.___ltr_ <br />~^'~~~!~'Wi~~t~!L(~~4~~~?!J~~*K-ltlgl~~~~~:~~mDmll&:'l~Mlli~~ <br />Volume Total 45 14 30 1105 179 178 . "I;n,:':;l;;,;;;I:.: <br />Volume Lell 30 6 30 0 9 0 <br />VolumeRight 0 7 8 <br />cSH 107 144 1207 1700 628 1700 <br />Volume to Capacity 0.42 0,10 0.02 0.65 0.01 0.10 <br />Queue Length 95th (It) 44 8 2 0 1 0 <br />COhtrolDelay (s) 60.632.6 8.1 0.0 0.7'. 0.0 <br />Lane LOS E D A A <br />Approach Delay (s) 60.6 32.6 02 0.4 <br />Approach LOS E D <br /> <br /> <br /> <br />2.3 <br />60.9% <br />15 <br /> <br /> <br /> <br />Intersection Capacity Utilization <br />Analysis Period (min) <br /> <br />ICU Level of Service <br /> <br />B <br /> <br />5/9/2005 <br /> <br />TDI <br /> <br />Synchro 6 Report <br />Page 1 <br /> <br />. <br /> <br />. <br /> <br />. <br />
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