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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />CONCORDIA H)USING DEVELOPMENT <br />DALE STREET AT TH 35/MINNESOTA ST. 7/25/88 <br />1.89 PROJECTED PM PEAK HOUR VOLUMES WITH SITE <br />S I GNALS5 / TEAPAC - CAPACITY ANALYSIS W� �Rl SHEET <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .53 VEHICULAR DELAY <br />SEQUENCE 11 <br />------------------------- <br />! PHASE 1 ! PHASE 2 ! <br />------------------------- <br />+ + !# <br />! <+ + <br />V <br />! A ! V i <br />! <* + i <br />! + ! i <br />! + ! i <br />- <br />! G/C:= .633 ! G/C= 267! <br />! G= 38.0 " ! G= 16.0 " ! <br />!Y= 3.0"!Y= 3.0„! <br />------------------------- <br />C= 60 SEC: G= 54.0 SEC = Sri . 0% <br />6.6 LEVEL OF SERVICE D+ � <br />Y= 6.0 SEC: = 10.0% PED= .0 SEC: = . G% <br />---------------------------- <br />! M►_iVM!JT i WDTH i G/C ! CAPACITY ! AU.J------! -�- t ---MAXIMUM! <br />/LNS- READ USED ! C (VPH ) E ! DHV ! DELAY ! S !QUEUE <br />----------- --------------------------------------------------- --- <br />N APPROACH <br />4.8 A <br />TH+RT! 12/1 <br />! .-= 953 ! 977 ! 479 ! 4.8 ! A ! 148 FT ? <br />E APPROACH <br />--------------------- <br />! TH+RT! 12/1 ! .13 ! .27 ! <br />� .295 361 121 13.7 !*6 -74 FTLT 379 451 120 13.3 ! E ! 74 FT !i . <br />S APPROACH <br />TH 12/ i � ---4b- I---�,L,- � 1109 ! -1129 � --74�� ! - 6.3 ! F+ ! 231 FT- ! <br />---LT ! 12/1+! .35 ! .5_ ! 542 ! 575 ! 252 ! 4.7 !*A ! � t <br />---------------------------------------------------------1 FT - <br />----- <br />