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<br /> Hamline Ave & Hwy 96 Arden Hills Office Park
<br /> . 2007 A.M. Peak Hour - No-Build Arden Hills, MN
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<br /> Lane Configurations 'i tt r 'i'i tt r "I 4 r 4 r
<br /> Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 190(1 1(1)1)' 1900'1900
<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
<br /> Frt 1.00 1.00 0.85 1.00 1.00 0,85 1.00 1.00 1
<br /> Fit Protected 0.95 1,00 1.00 0.95 1.00 1.00 0,95 0.96 0:91'1"'1.00
<br /> Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1702 1817 1583
<br /> Fit Permitted 0.95 1,00 1.00 0.95 1.00 1.00 0,95 0,96 0:98 1-00
<br /> Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br /> Volume (vph) 10 820 280 1030 1190 20 80 10 140 1'1) '110' 20
<br /> Peak-hour factor, PHF 0.96 0,96 0.96 0.96 0.96 0,96 0,96 0.96 0.96 0.96 0.96 0.96
<br /> Adj, Flow (vph) 10 854 292 1073 1240 21 83 10 146
<br /> RTOR Reduction (vph) 0 0 0 0 0 7 0 0 134 0 0 20
<br /> Lane Group Flow (vph) 10 854 292 1073 1240 14 4.5 4.8 1'2 .0 20 1
<br /> Turn Type Prot Perm Prot Perm Split Perm Split Perm
<br /> Protected Phases 1 6 5 2 4 3
<br /> Permitted Phases 6 2 4 3
<br /> Actuated Green, G (s) 0,6 20.9 20.9 26.1 46.4 46.4 5.4 5.4 5.4 3.6 3,6
<br /> Effective Green, g (s) 0.6 22.9 22.9 26.1 48.4 48.4 6.4 6.4 6.4 3.6 3.6
<br /> ActuatE>d g/C Ratio om 0.31 0.31 0.35 0.65 0.65 0.09 0.09 0,09 0,05 0,05
<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) 14 1081 483 1195 2284 1022 143 145 135 87 76
<br /> vis Ratio Prot 0,01 cO.24 cO.31 0,35 0,03 cO.03 cO,01
<br /> vis Ratio Perm 0.18 0.01 0.01 0.00
<br /> vlc Ratio 0.71 0.79 0,60 0,90 0.54 0.01 0.31 0.33 0,09 0.23 0.01
<br /> Uniform Delay, d1 37.1 23.8 22.2 23.2 7.3 4.8 32.2 32.3 31.6 34.4 34.0
<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 100.1 5.9 5.5 9.1 0.9 0,0 1.3 1.3 0.3 1.4 0.1
<br /> Delay (s) 137.2 29.7 27.7 32.3 8.2 4.8 33,5 33.6 31.9 35.7 34,1
<br /> Leve! of Service F C C C A A C C C 0 C
<br /> Approach Delay (s) 30,2 l~LL 32.6 34,9
<br /> Approach LOS C B C C
<br /> HCM Average Control Delay
<br /> HCM Volume to Capacity ratio
<br /> Actuated Cycle Length (5) Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization ICU Level of Service C
<br /> Analysis Period (min)
<br /> c Critical Lane Group
<br /> e 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDI
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