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<br /> Hamline Ave and Hwy 96 Arden Hills Office Park
<br /> . 2007 A,M, Peak Hour - Build Arden Hills, MN
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<br /> Lane Configurations "i tt ." "i"i tt ." "i 4' ." 4' ."
<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 /> Lane UtiL Faclor 1.00 0.95 1.00 0.97 0,95 1,00 0.95 0.95 1,00 LOO 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 lCOO 1.00 0.95 1.00 1.00 0.95 0.96 1.00 0.98 1.00
<br /> Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583
<br /> Fit Permitted 0,95 1,00 1,00 0.95 1.00 1.00 0.95 0.96 1.00 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 1050 1200 20 80 10 150 10 10 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 1094 1250 21 83 10 156 10 10 21
<br /> RTOR Reduction (vph) 0 0 0 0 0 7 0 0 143 0 0 20
<br /> Lane Group Flow (vph) .10 854 292 1094 1250 14 45 48 13 0 20 1
<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 (s) 0.6 20.5 20,5 26,5 46,4 46,4 5,4 5,4 5,4 3,6 3,6
<br /> Effective Green, 9 (s) 0.6 22.5 22,5 26.5 48,4 48,4 6,4 6,4 6,4 3.6 3.6
<br /> Actuated glC Ratio 0.01 0,30 0.30 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 1062 475 1213 2284 1022 143 145 135 87 76
<br /> vis Ratio Prot 0.01 cO.24 cO,32 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 0,80 0.61 0,90 0.55 0,01 0.31 0.33 0.10 0.23 0,01
<br /> Uniform Delay, d1 37,1 24.2 22.5 23.0 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 6.5 5.8 9,4 0.9 0.0 1,3 1,3 0,3 1,4 0.1
<br /> Delay (s) 137.2 30.7 28,4 32,5 8.2 4.8 33.5 33,6 32.0 35,7 34,1
<br /> ! ~\'f"'dS"":r\!ir:R F r. r. r. A .A. C C r r:> r:
<br /> Approach Delay (s) 31,0 19.4 32.6 34,9
<br /> Approach LOS C B C C
<br /> HCM Average Control Delay 24.0 HCM Level
<br /> HCM Volume to Capacity ratio 0.76
<br /> Actuated Cycle Length (s) 75.0 Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization 71.8% ICU Level of Service C
<br /> Analysis Period (min) 15
<br /> c Critical Lane Group
<br /> e 51912005 Synchro 6 Report
<br /> Page 1
<br /> TDI
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