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<br /> .
<br /> Hamline Ave & Hwy 96 Arden Hills Office Park
<br /> . 2005 P.M, Peak Hour Arden Hills, MN
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<br /> Lane Configurations Ij H r Ijlj H r Ij +f r +f f'
<br /> IdeElIRlow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 19001900 19.00
<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 1,00 0,95 1.00 0,97 0.95 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 1.00 0.95 0.95 1,00 0.97 '1,00
<br /> Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1688 1583 1804 1583
<br /> Fit Penilitled 0,95 1.00 1,00 0,95 1.00 1.00 0.95 0.95 1,00 0,97' t..oO
<br /> Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1688 1583 1804 1583
<br /> Volume (vph) 10 1092 100 202 1058 6 241 4 710 17 9 12
<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,Flbw(vph) 10 1114 102 206 1080 6 246 4 724 17 9 12
<br /> RTOR Reduction (vph) 0 0 0 0 0 4 0 0 121 0 0 12
<br /> LE/he Group Flow (vph) 10 1114 102 206 1080 2 123 127 603 0 26 0
<br /> Turn Type Prot Perm Prot Perm Split Perm Split Perm
<br /> ProlectedPhases 1 6 5 2 4 4 3 3
<br /> Permitted Phases 6 2 4 3
<br /> Actuated Green, G (s) 0.4 25.4 25.4 6,0 31.0 31.0 36.0 36.0 36,0 3.6 3,6
<br /> Effective Green, g (s) 0.4 27.4 27.4 6,0 33.0 33.0 37.0 37.0 37.0 3.6 3,6
<br /> Actuated glc Ratio 0.00 0.30 0,30 0.07 0.37 0.37 0.41 0.41 0.41 0,04 0.04
<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) 8 1077 482 229 1298 580 691 694 651 72 63
<br /> vis RatioProt 0.01 cO.31 cO.06 0,31 0.07 0.08 cO,Ol
<br /> vis Ratio Perm 0.06 0,00 cO.38 0.00
<br /> vlc Ratio 125 1.03 0,21 0,90 0,83 0.00 0,18 0.18 0.93 0.36 0,01
<br /> Uniform Delay, dl 44.8 31.3 23,3 41.7 26,0 18.1 16.8 16.9 25.2 42.1 41.5
<br /> Progression Factor 1.00 1.00 t.00 1,00 1.00 1.00 1.00 1,00 1.00 1,00 1.00
<br /> Incremental Delay, d2 416.4 36.7 1.0 33.4 6,3 0,0 0.1 0.1 19.2 3.1 0.0
<br /> Delay (s) 4612 68,0 24.3 75.1 32.3 18,1 17,0 17.0 44.5 452 41.5
<br /> ! ~,/p' nf Spn"';~~ F "' C "' r B 8 8 D D D
<br /> Approach Delay (s) 67.5 39.1 37.4 44.0
<br /> Approach LOS E D 0 0
<br /> HCM Average Control Delay
<br /> HCM Volume to CapE/city ratio
<br /> Actuated Cycle Length (s) Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization ICU Level of Service E
<br /> Analysis Period (min)
<br /> c Critical Lane Group
<br /> . 51912005 Synchro 6 Report
<br /> Page 1
<br /> TOI
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