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1 <br />1 <br />Ll <br />CONC ORD I A HOU:_:I NG DEVELOPMENT <br />DALE STREET AT COUNTY ROAD B-2 <br />1988 AM PEAK HOt1R VOLUMES <br />7/25/88 <br />SIGNAL86/TEAPAC — CAPACITY ANALYSIS WORKSHEET <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .46 VEHICULAR DELAY <br />SEQUENCE 11 <br />------------------------- <br />! PHASE 1 ! PHASE 2 ! <br />------------------------- <br />v ! A ! <br />!! V------------------------- <br />i <br />! G/C= .568 ! G/C= .331 <br />! G= :34.1 " ! G= 19.9 " <br />Y--- — - <br />u Y-- ---- <br />C:= 60 SEC G= 64.0 SEC = 90.0% <br />Y= 6.0 SEC: = 10.0% FED= .0 SEC = . 0% <br />____________________________ <br />i i /LNS ! REQD USED ! <br />CAPACITY ! <br />C (VF'A) E ! <br />ADJ <br />DHV <br />! ! L <br />! DELAY ! S <br />! MAXIMUM! <br />! <br />--MOVMNT— <br />---------------------------------------------------------------- <br />QUEUE ! <br />N APPROACH <br />- __-____-___------------- <br />!LT+TH+RT! <br />12/1 <br />i---57=i--71 <br />-------- <br />i==906—! <br />6.2 <br />8+ <br />! <br />.32 <br />------------------------------------ <br />441 <br />6.2 <br />. 8+. <br />160 <br />FT <br />tE <br />APPROACH <br />3 <br />8 <br />' <br />!LT+TW+RTC <br />------------------------------------------------------------------------- <br />12/1—i=====�13 <br />.2` <br />.33 <br />414 ! <br />478 ! <br />253 ! <br />-- <br />13.3 <br />!*6 ! <br />142 <br />FT ! <br />S APPROACH <br />------------------ <br />6.0 <br />+ <br />----------- <br />!LT+TH+RT! <br />------------------------------------------------------------------------- <br />----------------------------- <br />12/1 ! <br />---------------------------- <br />.31 ! <br />.S7 ! <br />679 ! <br />71— <br />6 <br />--------------------------- <br />32�----•�—�--------------------- <br />6.0 <br />!:fib+! <br />117 <br />FT ! <br />W—APFRGACH_________________________-•____— <br />!LT+TH+RT! <br />12/1 ! <br />.13 ! <br />.33 i <br />419 ! <br />----- <br />483 �--131—s— <br />------ <br />11.3 =1_6_�_________ <br />74 <br />FT ! <br />-------------------------------------------------------------------------- <br />1 <br />1 <br />