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CONCORDIA HOUSING DEVELOPMENT DALE STREET AT TH 36/MINNESOTA ST. 7/25/88 ' 1989 PM PEAK HOUR VOLUMES S I GNAL8S / TcAPAC - CAPACITY ANALYSIS W� �RKSHEET INTERSECTION AVERAGES; DEGREE OF SATURATION .46 VEHICULAR DELAY 5.4 SEQUENCE 11 ! PHASE 1 ! ! PHASE 2------------------------- ' !++ ! + + ! A ! !#�! ! <+ + ! <**** ! ! V ! ++++! ! A ! V ! ! «+ ! ! ! + ! ! ' ! + -----_------'---------.} ! t G/C= .667 G/C- .233 t ! G= 40.0 " ! G= 14.0 " ! ' ! Y= 3.c " ---------�---I------------ Y= 3.0 „ , C= 60 SEC G= 54.0 SEC = 90.0% Y= 6.0 SEC = 10.0% FED= .0 SEC = .0% ' ------------------------------------------------------------------------- ! ! WDTH ! G/C: ! CAPACITY ! ADJ ! ! L ! MAXIMUM! ! MOVMNT ! /LNS ! REQD USED ! C (VPH) E ! DHV ! DELAY ! S ! QUEUE ! ------------------------------------------------------------------------- N APPROACH 3.7 A ===TH+kT! 12/1 ! - 32 �===67 !-1010 ! 1029 �==434=�===3.7 ------------------------------------------------------------------------- ! A-! 122 FT-! ' E APPROACH ------14_5 B ! TH+RT! 12/1 ! .12 ! .23 ! 247 ! 213 ! 101 ! 14.7 !*8 ! 65 +T ! 1 LT ! -----•-----------------------------•--------------------------------------- 12/1+! .10 ! .23 i 322 ! 395 ! 106 i 14.4 ! B ! 68 FT ! S APPROACH 4_2---A------- ! TH ! 12/1 ! .39 ! .67 ! 1174 ! 1186 ! 644 ! 4.4 ! A ! 181 FT ! ! LT ! ------------------------------------------------------------------------- 12/ 1+! .32 ! .67 ! 626 ! 655 ! 2S4 ! 3.6 !*A ! 71 FT 1 1