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<br /> Hamline Ave and Hwy 96 Arden Hills Office Park
<br /> 2007 P.M, Peak Hour - Build Arden Hills, MN .
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<br /> Lane Configurations 'l H- I' 'l'l H- I' 'l 4' l' 4' l'
<br /> Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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 /> La ne Uti L Factor 1.00 0.95 1.00 097 0.95 1.00 0,95 0,95 1,00 1.00 HlO
<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 0,96 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) 20 1170 110 210 1120 10 280 10 760 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) 20 1194 112 214 1143 10 286 10 776 20 10 10
<br /> RTOR Reduction (vph) 0 0 0 0 0 6 0 0 98 0 0 10
<br /> Lane Group Flow (vph) 20 1194 112 214 1143 4 144 152 678 0 30 0
<br /> Turn Type Prot Perm Prot Perm Split Perm Split Perm
<br /> Protected Phases 1 6 5 2 4 4 3 3
<br /> Permitted Phases 6 2 4 3
<br /> Actuated Green. G (5) 1,8 36,4 36,4 8.0 42.6 42.6 53.0 53.0 53,0 3.6 3.6
<br /> Effective Green, g (5) 1,8 38,4 38,4 8.0 44.6 44.6 54.0 54.0 54.0 3.6 3.6
<br /> Actuated glC Ratio 0.02 0.32 0.32 0,07 0.37 0.37 0,45 0,45 0,45 0,03 0,03
<br /> Clearance Time (5) 4.0 6.0 6,0 4.0 6.0 6.0 5.0 5.0 5.0 4.0 4.0
<br /> Vehicle Extension (5) 3.0 3.0 3,0 3.0 3.0 3,0 3.0 3,0 3.0 3.0 3.0 e
<br /> Lane Grp Cap (vph) 27 1132 507 229 1315 588 756 761 712 54 47
<br /> vis Ratio Prot 0,01 cO.34 cO.06 0.32 0.09 0,09 cO,02
<br /> vis Ratio Perm 0,07 0.00 cO,43 0.00
<br /> vie Ratio 0.74 1.05 0.22 0.93 0.87 0.01 0.19 0.20 0,95 0.56 0,01
<br /> Uniform Delay, dl 58.9 40.8 29.9 55.7 35,0 23.7 19.9 19.9 31.7 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 70.7 42,4 1.0 41,4 8,0 0,0 0.1 0.1 22.5 11,8 0.1
<br /> Delay (s) 129,6 83.2 30.9 97.1 43,0 23.8 20.0 20,1 54.2 69.2 56,5
<br /> ! P:VR! nf SRrJir:R F ~ r- ~ f1 r- R C n F F
<br /> Approach Delay (s) 79,5 51.3 44.8 66,0
<br /> Approach LOS E D D E
<br /> HCM Volume to Capacity ratio
<br /> Actuated Cycle Len9th (s) Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization ICU Level of Service F
<br /> Analysis Period (min)
<br /> c Critical Lane Group
<br /> 5/9/2005 Synchro 6 Report e
<br /> Page 1
<br /> TDI
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