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1 <br />1 <br />1 <br />1 <br />1 <br />IF] <br />1 <br />1 <br />1 <br />CONCORDIA HOUSING DEVELOPMENT <br />DALE STREET AT TH 36/MINNESOTA ST. 7/25/88 <br />1989 PROJECTED PM PEAK HOUR VOLUMES WITHOUT SITE <br />SIGNALSS/TEAPAC - CAPACITY ANALYSIS WORKSHEET <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .46 VEHICULAR DELAY 5.5 <br />SEQUENCE 11 <br />------------------------- <br />! PHASE i ! PHASE 2 ! <br />------------------------- <br />!++ ! A ! <br />! + + <br />! <+ + ! <**** ! <br />! V ! ++++! <br />! A ! V I <br />I « + I i <br />! + ! I <br />I + I I <br />------------------------- <br />! G/C= .667 ! G/C= .233 ! <br />! G= 40.0 " ! G= 14.0 " ! <br />-Y----3---+- - -Y ! <br />---L -- _ <br />C= 60 SEC G= 64.0 SEC • - 9t y . 0% <br />Y= 6.0 SEC: = 10.0% P£D= .0 SEC = . D% <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 ! S <br />! QUEUE ! <br />N APPROACH <br />3.8 <br />A <br />! TH+RT! <br />------------------------------------------------------------------------- <br />12/1 ! <br />.:33 ! <br />.67 ! <br />1010 ! <br />1029 ! <br />447 ! <br />-3.8 <br />! A ! <br />125-FT-! <br />E APPROACH <br />-------------------------------------------------------------------------- <br />! TH+RT ! <br />12/1 ! <br />.12 ! <br />.23 ! <br />247 ! <br />313 ! <br />104 ! <br />14.5 <br />! *8 ! <br />67 <br />FT ! <br />! LT ! <br />------------------------------------------------------------------------- <br />12/1+! <br />.10 <br />.23 ! <br />322 ! <br />Sys ! <br />109 <br />14.4 <br />! 6 1 <br />70 <br />FT ! <br />S APPROACH <br />! TH ! <br />12/1 ! <br />.40 <br />.67 ! <br />1174 ! <br />118 ! <br />663 <br />4.5 <br />! A ! <br />186 <br />FT ! <br />' <br />! LT ! <br />-------------p------------------------------------------------------------ <br />12/1+! <br />.33 ! <br />.67 ! <br />615 ! <br />644 ! <br />262 ! <br />3.7 <br />!*A ! <br />73 <br />FT ! <br />1 <br />1 <br />ir� <br />