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II <br />h <br />Ci �NCORD I A HOUSING DEVELOPMENT <br />DALE STREET AT COUNTY ROAD D-2 7/25/88 <br />1988 FM PEAK HOUR VOLUMED <br />SIGNAL85/TEAFAC - CAPAC:ITY ANALYSIS WOR SHEET <br />INTERSECTION AVERAGED; <br />DEGREE OF SATURATION .52 VEHICULAR DELAY 9.0 <br />SEQUENCE 11 <br />------------------------- <br />! PHASE 1 ! PHASE 2 ! <br />------------------------- <br />!+++ ! A ! <br />!<+ + +} !++++! <br />! V ! A ++++! <br />! A ! V ! <br />! <* <br />V i <br />------------------------- <br />! G/C= .S89 ! G/C= .311 ! <br />! G= 35.3 " ! G= 15.7 " ! <br />! Y= 3 - . C . Y= J.. 0 _ <br />------ -- --- ---- <br />C= 60 SEC G= 54.0 DEC = 90.0% <br />Y= 6.0 DEC: = 10.0% FED= .0 SEC = .0% 1 <br />------------------------------------------------------------------------- <br />! ! WDTH ! G/C ! <br />CAPACITY ! <br />ADJ <br />! ! L <br />! MAXIMUM! <br />! MOVMNT ! /LNS ! REQD USED ! <br />---------------------------------------------------------- <br />C (VFH) E ! <br />DHV <br />! DELAY ! S ! <br />QUEUE ! <br />N APPROACH___ <br />4.6 <br />A <br />' <br />!LT+TH+RT! <br />12/1-!===2159=�==840$72236-!- <br />---------------------------------------------------------------- <br />4.6 <br />i A <br />FT . <br />E APPROACH <br />13.2 <br />D <br />--51 <br />------ <br />!LT+TH+RT! <br />------------------------------------------------------------------------- <br />12/1 ! <br />------------------ <br />.19 ! <br />.31 ! <br />------------------------------------- <br />348 ! <br />-------------------------------- <br />411 ! <br />189 ! <br />13.2 <br />! G ! <br />109 <br />FT ! <br />S APPROACH <br />7.2 <br />h+ <br />' <br />!LT+TH+RT! <br />----------------------------------------------------------------- <br />12/1 i==.41= <br />==.59 ! <br />864 ! <br />896-! <br />68 ! <br />- 7.2 <br />!*R+i9____=i <br />1_7 <br />----- <br />FT <br />-- . <br />1 <br />W APPROACH <br />!LT+TH+RT! <br />12/1 ! <br />--------------------- <br />.22 ! <br />.31 ! <br />411 ! <br />------------------------------- <br />------------------------------------ <br />477 ! <br />260 ! <br />1t.A <br />1*8 ! <br />151 <br />FT ! <br />------------------------------------------------------•------------------- <br />lJ <br />1 <br />