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1 1 1 1 11 1 p 1 1 CONCORDIA HOUSING DEVELOPMENT DALE STREET AT "NEW ROAD" 7/25/88 1989 PROTECTED FM PEAK HOUR VOLUMES WITH SITE SIGNALSS/TEAPAC - CAPACITY ANALYSIS WOO SHEET INTERSECTION AVERAGES; DEGREE OF SATURATION .73 VEHICULAR DELAY 9.3 LEVEL OF SERVICE D+ SEQUENCE 11 ! PHASE i ! PHASE 2 ! ------------------------- ! ♦ r ♦ ! A ! ! V ! A +t♦+! ! A !♦+++ V ! ! ! V ! ------------------------- ! G/C= .667 ! G/C:= .233 ! ! G= 40.0 " ! G= 14.0 " ! ! Y= 3.0 „ ! Y= 3.0 " ! ------------ ------------- C= 60 SEC G= 64.0 SEC = 90.0% Y= (-.0 SEC = 10.0% PED= .0 SEC = .0% ! ! WDTH ! G/C ! CAPACITY ! AUJ ! ! L ! MAXIMUM! ! MOVMNT ! /LNS ! REED USED ! C (VFH) E ! DHV ! DELAY ! S ! QUEUE ! -------------------------------------------------------------------------- N APPROACH 6.8 6+ !LT+TH+RT! ------------------------------------------------------------------------- 12/1�! - 51=�==.67 �==627 ! 6S6 !- 452 ! =b 8_1 a+! 127 FT ! E APPROACH ! TH+RT! 12/1 ! .09 ! .23 ! 252 ! :315 ! 77 ! 14.3 !*B ! 49 FT ! ! LT ! ------------------------------------------------------------------------- 12/1+! .0; i .23 ! 341 ! 416 ! 27 ! 13.6 ! S ! 25 FT ! S APPROACH 9.9 S+ !LT+TH+RT! 12/1 ! .58 ! .67 ! 102:1 . 1049 874 _._ .*E . 24L FT -------------------------------------------------------------------------- S W APPROACH 13.7 !LT+TH+RT! -------------------------------------------------------------------------- 12/1 ! .06 ! .23 i 282 ! 352 ! 33 ! 13.7 ! S ! 25 FT ! 1 1