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<br />. . <br /> <br />ECS: Signalized Intersection Version 2.3 11-22-1993 2 <br /> <br />4It::~:7=~;::~=;~:~~=;;;;;;===========~::;~=;~:~=~;;================== <br /> <br />Analyst: GFR File Name: E169SCH3.HC9 <br />Area Type: Other 11-22-93 PM PEAK <br />Comment: PROPOSED-WITH EB DBL LEFT TURN & ELK PARK CENTER HEDIAN OPENING <br /> <br />======================================================================= <br /> <br />Volume Adjustment Worksheet <br /> <br />----------------------------------------------------------------------- <br /> <br />Direc- <br />tion/ Mvt <br />Mvt Vol <br /> <br />EE <br />Left <br />Thru <br />Right <br />WE <br />Left <br />Thru <br />Right <br />NB <br />Left <br />Thru <br /> <br />iht <br /> <br />Left <br />Thru <br />Right <br /> <br />311 <br />2191 <br />107 <br /> <br />PHF <br /> <br />248 <br />196 <br />200 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />Adj <br />Vol <br /> <br />248 <br />196 <br />140 <br /> <br />66 <br />246 <br />75 <br /> <br />311 <br />2191 <br />77 <br /> <br />142 <br />662 <br />113 <br /> <br />Lane <br />Grp <br /> <br />Lane Lane <br />Grp No. Util <br />Vol Ln Fact <br /> <br />L <br />T <br />R <br /> <br />L <br />T <br />R <br /> <br />L <br />T <br />R <br /> <br />311 <br />2191 <br />77 <br /> <br />248 <br />196 <br />140 <br /> <br />66 <br />246 <br />75 <br /> <br />142 <br />662 <br />113 <br /> <br />2 <br />1 <br />1 <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />Jl.dj <br />Growth Grp <br />Fact Vol <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />311 <br />2301 <br />77 <br /> <br />Prop <br />LT <br /> <br />248 <br />196 <br />140 <br /> <br />1.00 <br />0.00 <br />0.00 <br /> <br />Prop <br />RT <br /> <br />0.00 <br />0.00 <br />1.00 <br /> <br />0.00 <br />0.00 <br />1.00 <br /> <br />0.00 <br />0.00 <br />1.00 <br /> <br />0.00 <br />0.00 <br />1.00 <br /> <br /> Saturation Flow Adjustment Worksheet <br />----------------------------------------------------------------------- <br /> Ideal Adj <br />Direction Sat No. f f f f '" f f f Sat <br />4 <br />/LnGrp Flow Lns W HV G P BB A RT LT Flow <br />------ <br />EB <br /> L 1900 2 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.92 3461 <br /> T 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1881 <br /> R 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 1599 <br />WE <br /> L 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.95 1787 <br /> T 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1881 <br /> R 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 1599 <br />!,3 <br /> L 1900 2 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.92 3461 <br /> T 1900 2 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 3762 <br />II 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 1599 <br /> L 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.95 1787 <br /> T 1900 2 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 3762 <br /> R 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 1599 <br /> <br />66 <br />246 <br />100 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />142 <br />662 <br />153 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />L <br />T <br />R <br /> <br />1 <br />1 <br />1 <br /> <br />1.000 <br />1.000 <br />1.000 <br /> <br />2 <br />2 <br />1 <br /> <br />1.000 <br />1. 050 <br />1.000 <br /> <br />1 <br />2 <br />1 <br /> <br />1.000 <br />1. 050 <br />1.000 <br /> <br />66 <br />246 <br />75 <br /> <br />1.00 <br />0.00 <br />0.00 <br /> <br />1.00 <br />0.00 <br />0.00 <br /> <br />142 <br />695 <br />113 <br /> <br />1.00 <br />0.00 <br />0.00 <br />