|
<br /> ,
<br /> Hamline Ave & Hwy 96 Arden Hills Office Park
<br /> . 2007 P,M, Peak Hour - No-Build Arden Hills, MN
<br /> .-f - '- t '. ! .;
<br /> - ..... . '\ ~
<br /> .,ec""BBB2B'iilllllClit'Bi'BB"'E"'lJ!Ij""'EBiJe""'''''''1!Yi~JI!I.liIiiIIlU'~'''1I1_'i!lIl!HI'''rtli.\,li!IIIl'''''''''I!lB1;'''''15tl1e
<br /> , '~@~l~fll" q',fh,UI!;MR1hi;: ,:EtY;l,~!ll;,':' :,1 ,mli:mr~,' '~:;"~:"",~,;,: !~, ,:,;q...Jl ;.,j~,J,~s4tL" " ' m:", :,;g,~~( ~," :iii~:m:: ",:LEliYE;!; :::~"~
<br /> Lane Configurations 'i H ~ 'i'i tt ~ 'i <1 ~ 4 ~
<br /> Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900'1900 1900 1900 1900 1900 1900
<br /> Total Lost time (5) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4,0
<br /> LaneUtiI. Factor 1.00 0.95 1,00 OmO.~5 1.00 0,95 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 0.95 1.00 1,00 0,95 1.00 11.00 0,95 0,96 1.00 0.97 1.00
<br /> Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583
<br /> Fit Permitted 0.95 1,00 1.00 0,95 1,00 1,00 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) 10 1160 110 210 1120 10 260 10 750 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 (vph) 10 1184 112 214 '1143 10 265 10 765 20 10 10
<br /> RTOR Reduction (v ph) 0 0 0 0 0 6 0 0 98 0 0 10
<br /> Lane Group Flow (vph) 10 1184 112 214 '1143 4 134 141 667 0 30 0
<br /> Turn Type Prot Perm Prot Perm Split Perm Split Perm
<br /> Protected Phases 1 6 5 4 4 3 3
<br /> Permitted Phases 6 2 4 3
<br /> Actuated Green, G (5) 0.4 37.4 37.4 8.0 45.0 45.0 52,0 52.0 52.0 3,6 3.6
<br /> Effective Green, g (8) 0.4 39.4 39.4 8.0 47,0 47.0 53.0 53.0 53.0 3.6 3,6
<br /> Actuated glC Ratio 0,00 0,33 0.33 0,07 0.39 0.39 0.44 0.44 0.44 0.03 0.03
<br /> Clearance Time (s) 4.0 6.0 6.0 4.0 6,0 6.0 5.0 5.0 5.0 4.0 4.0
<br /> e 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) 6 1162 520 229 1386 620 742 747 699 54 47
<br /> vis Ratio Prot 0.01 cO.33 cO.06 0,32 0.08 0,08 cO.02
<br /> vis Ratio Perm 0.07 0.00 cO.42 0,00
<br /> vlc Ratio 1.67 1.02 0.22 0.93 0,82 0.01 0.18 0.19 0.95 0.56 0,01
<br /> Uniform Delay, d1 59,8 40.3 29.1 55.7 32.8 22.3 20.3 20.4 32.3 57.4 56.5
<br /> Progression Factor 1,00 1,00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00
<br /> Incremental Delay, d2 647.5 31.2 0.9 41.4 5.7 0.0 0.1 0.1 23,2 11.8 0.1
<br /> Delay (5) 707.3 71.5 30,1 97.1 38.5 22.3 20.4 20.5 55.5 69.2 56,5
<br /> ! "....vel ,,! S~r-'Jlf':P F F C F D C C C " " "
<br /> Approach Delay (s) 72.9 47,6 46.2 66.0
<br /> Approach LOS E 0 0 E
<br /> HCM Average Control Delay 56.2 HCM Level of Service E
<br /> HCM Volume to Capacity ratio 0.96
<br /> Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization 91.8% ICU Level of Service F
<br /> Analysis Period (min) 15
<br /> c Critical Lane Group
<br /> e 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDI
<br />
|