Laserfiche WebLink
<br />:CS: Signalized Intersection <br /> <br />Version 2.3 <br /> <br />11-22-1993 3 <br /> <br />======================================================================= <br /> <br />;treets: (E-W) SCHOOL STREET <br />"nalyst: GFR <br />.rea Type: Other <br />~omment: PROPOSED-WITH EB DBL LEFT <br /> <br />e <br /> <br />(N-S) T.H. 169 <br />File Name: E169SCH3.HC9 <br />11-22-93 PM PEAK <br />TURN & ELK PARK CENTER ~~DIAN OPENING <br /> <br />======================================================================= <br /> <br />Capacity Analysis Worksheet <br /> <br />4______________________________________________________________________ <br /> <br />Adj <br />)irection Flow Rate <br />'I;nGrp (v) <br /> <br />~B <br /> <br />L <br />T <br />R <br /> <br />248 <br />196 <br />140 <br /> <br />iB <br /> <br />Lperm. <br />Lprot. <br />T <br />R <br /> <br />48 <br />18 <br />246 <br />75 <br /> <br />i3 <br /> <br />L <br />T <br />R <br /> <br />311 <br />2301 <br />77 <br /> <br />;3 <br /> <br />L <br /> <br />142 <br />695 <br />113 <br /> <br />T <br /> <br />R <br /> <br />~ost Time/Cycle, L = <br /> <br />Adj Sat <br />Flow Rate <br />(s) <br /> <br />3461 <br />1881 <br />1599 <br /> <br />1787 <br />1881 <br />1599 <br /> <br />3461 <br />3762 <br />1599 <br /> <br />1787 <br />3762 <br />1599 <br /> <br />12.0 sec <br /> <br />Flow <br />Ratio <br />(vis) <br /> <br />0.072 <br />0.104 <br />0.088 <br /> <br />0.010 <br />0.131 <br />0.047 <br /> <br />0.090 <br />0.612 <br />0.048 <br /> <br />Green Ratio <br />(g/c) <br /> <br />Lane Group <br />Capacity <br />(C) <br /> <br />0.080 <br />0.147 <br />0.147 <br /> <br />277 <br />276 <br />235 <br /> <br />vIe <br />Ratio <br /> <br />0.896 * <br />0.710 <br />0.597 <br /> <br />0.126 <br />0.892 * <br />0.320 <br /> <br />0.899 * <br />1. 031 * <br />0.081 <br /> <br />e <br /> <br />0.080 <br />0.147 <br />0.147 <br /> <br />143 <br />276 <br />235 <br /> <br />0.100 <br />0.593 <br />0.593 <br /> <br />346 <br />2232 <br />949 <br /> <br />0.795 <br />0.311 <br />0.119 <br /> <br />----------------------------------------------------------------------- <br /> <br />0.079 0.100 <br />0.185 0.593 <br />0.071 0.593 <br />Sum (vis) critical = <br />Critical v/c(x) <br /> <br />179 <br />2232 <br />949 <br />0.904 <br />= 0.983 <br /> <br />Level of Service Worksheet <br /> <br />----------------------------------------------------------------------- <br /> Lane Delay Lane Lane Delay LOS <br />)irection vlc glC Group d d Prog Grp Grp By By <br />'LnGrp Ratio Ratio Cap 1 2 Fact Delay LOS App App <br />.-------- <br />:3 <br /> L 0.90 0.080 277 52.0 20.3 1.00 72.2 F 55.4 E <br />, T 0.71 0.147 276 46.3 5.6 0.85 44.1 E <br /> R 0.60 0.147 235 45.5 2.9 0.85 41.2 E <br />:3 <br /> L 0.13 0.247 143 33.4 0.0 1.00 33.4 D 49.4 E <br /> T 0.89 0.147 276 47.8 19.7 0.85 57.4 E <br /> R 0.32 0.147 235 43.5 0.3 0.85 37.3 D <br />:B <br /> L 0.90 0.100 346 50.7 17.6 1.00 68.4 F 39.3 D e <br /> T 1.03 0.593 2232 24.3 22.5 0.78 36.5 D <br /> R 0.08 0.593 949 9.9 0.0 0.62 6.1 B <br />3 <br /> L 0.79 0.100 179 50.2 14.3 1.00 64.5 F 15.6 C <br />