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CONCORDIA HOUSING DEVELOPMENT <br />DALE STREET AT COUNTY ROAD 6-2 <br />7125188 <br />1989 PRE i:ZECTED PM PEAK HOUR VOLUMES WITH <br />SITE <br />S I GNAL85 /TEAPAC - CAPACITY ANALYSIS WO►;KSHEET <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .64 VEHICULAR DELAY <br />11.4 <br />LEVEL OF SERVICE B <br />SEQUENCE 11 <br />-------------------------- <br />PHASE 1 <br />------------------------- <br />+ + + I A I <br />!<. + +} ! <++++ <br />! V ! ++++± <br />! A l V ! <br />V i <br />'----_----'-------- <br />�--� <br />G/C•- .557 U/C•= .343 <br />! G=.3.3.4" ± G=20.5" ! <br />------------------------- <br />C= 60 SEC G= 54.0 SEC = 90.0% <br />Y= 6.0 SEC - <br />10.0% <br />PED= <br />.0 SEC <br />= 0% <br />------------------------------------------------------------------------- <br />. <br />! ! WDTH ! G/C ! <br />CAPACITY ! <br />ADJ ! <br />! L ! <br />MAXIMUM! <br />! MOVMNT ! /LNS ! REQD USED ! <br />-------------------------------------------------------------------------- <br />C (VPH) E ± <br />DHV ! <br />DELAY <br />! S ! <br />QUEUE ! <br />N APPROACH <br />5.8 <br />8+ <br />! f_T+TH+RT ! 12/ 1 i ===25= �===SE,- ! - <br />------------------------------------------------------------------------- <br />748 766 i <br />- 29i <br />1 <br />5.8 <br />� 8+ � <br />. . <br />108 FT <br />E APPROACH <br />!LT+TH+RT! 12/1 ! .22 ! .34 ! <br />-------------------------------------------------------------------------- <br />35 ! 418 ! <br />206 ! <br />12.6 <br />± 8 ± <br />114 FT-! <br />S APPROACH <br />12.3 <br />8 <br />-------------------------------------------------- <br />! LT+TH+RT ! 12/ 1 ! .48 ! .56 ! <br />793 830 <br />671 ! <br />12.3 <br />! *6 ! <br />! <br />250 FT------------------------------------------------------------------------- <br />W APPROACH <br />14.0 <br />E <br />! LT+TH+RT ! 12/ 1 ! .26 ! .34 ! <br />453 16 ! <br />316 ! <br />14.0 <br />! *6 ! <br />175 FT ! <br />-------------------------------------------------------------------------- <br />