|
<br /> ------.-
<br /> Hamline Ave & Hwy 96 Arden Hills Office Park
<br /> . 2005 A,M, Peak Hour Arden Hills, MN
<br /> / - "- ...... t I' '-. ~ .;
<br /> - "'). ('"
<br /> MpN:jj~~.z:;2is2i2iiii[;;j)1I1ii[H1'U~~i~i~~~fiw.'!1!1"_~'f.I:M&ill'~'iS$1i+'[I~~i "i~~~
<br /> Lane Configurations 'I H ~ '1'1 H ~ 'I 4' r 4' r
<br /> Ideal Flow (vphpl) 1900 1900 19,00 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 /> Lane Uti!. Factor 1.'00 0.95 1,00 @7 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 0.96 1.00 0.97 1.00
<br /> Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1705 1583 1804 1583
<br /> Fit Permitted 0,95 1.00 roo 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 1705 1583 1804 1583
<br /> Volume (vph) 10 775 266 970 1119 23 69 10 120 11 6 22
<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) 10 807 277 1010 1166 24 72 10 125 11 6 23
<br /> RTOR Reduction (vph) 0 0 0 0 0 9 0 0 116 0 0 22
<br /> Lane Group Flow (vph) 10 807 277 1010 1166 15 40 42 9 0 17 1
<br /> Tum 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 20.1 20.1 23,1 42.6 42.6 4,2 4.2 4.2 3,6 3,6
<br /> Effective Green, g (s) 0,6 22,1 22,1 23,1 44.6 44,6 5,2 5.2 5.2 3.6 3.6
<br /> Actuated 9/C Ratio 0.01 0,32 0,32 0,33 0,64 0,64 0,07 0.07 0.07 0,05 0.05
<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 (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 (v ph) 15 1117 500 1133 2255 1009 125 127 118 93 81
<br /> vis Ratio Prot 0,01 cO,23 cO,29 0.33 0,02 cO,02 cO.01
<br /> vis Ratio Perm 0,17 0,01 0.01 0,00
<br /> vie Ratio 0,67 0,72 0.55 0.89 0,52 0,02 0.32 0,33 0.08 0,18 0,01
<br /> Uniform Delay, d1 34,6 21,2 19.9 22.3 6,9 4,7 30.7 30.7 30,2 31.8 31.5
<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 75,9 4,1 4.4 9.1 0,9 0,0 1.5 1.5 0,3 1.0 0.1
<br /> Delay (s) 110.5 25.3 24,2 31,3 7,7 4.7 32.2 32,3 30,5 32.7 31,6
<br /> Level of Service F C C C A A C C C C r.
<br /> Approach Deiay (s) 25.8 Ht5 ~n.L 32.1
<br /> Approach LOS C B C C
<br /> HCM Average Control Delay
<br /> HCM Volume to Capacity ratio 0,72
<br /> Actuated Cycle Length (s) 70,0 Sum of lost time (s) 16.0
<br /> Intersection Capacity Utilization 67,9% ICU Level of Service C
<br /> Analysis Period (min) 15
<br /> c Critical Lane Group
<br /> " 5/9/2005 Synchro 6 Report
<br /> Page 1
<br /> TDI
<br /> - ---.---
<br />
|