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<br />Attachment 3,1 <br /> <br />TH 10lCR 96 Phasing Traffic Study MaE Table (2012 AM, S6 Exit Ramp&Frontage Rd/Mitigated Option', HCS) <br /> <br /> Demand Volumes !.OS By Approach LOS By Intersection <br /> ----- -- -- -- - .__.,_.,_...~- ,-,~--- .-.- --- - ..w~ ------"- <br /> Intersectlon Approach Delay Delay <br /> L T R Total (SNeh) LOS (SNeh) LOS <br /> CR H@CR 10 (Signal) N8 160 - 570 30 760 23 C <br /> --513--- ---90-- --------- - --:'-,-8-50- ---, 27 ., :_~f.=-- <br /> 1140 620 <br /> --------- -------- -~--- ----430""- <br /> E8 80 150 14 8 23.6 C <br /> W8 20 200 60 -280--- -- 19 -- 8 <br />:r CR H@I-35WWestRamp(Signal) 58 .!..6i!.__._. 0 170 330 21 C <br />'" ~- - -----280-- ,.-.--- ---.:- <br />" 0 270 10 -- 7 12.9 8 <br /> ---wa- ~30'-- 110 0 - -- -'24'0--- --"9""" A <br /> CR H@1-35W East Ramp (Signal) N8 10 0 150 160 21 C <br /> -------------- ---4-20-"- ,- 17.5 8 <br /> E8 140 280 0 ,.. - 13 8 <br /> -WS'-- 230 --90--.n 320 22 C <br /> CR 96@Old US 8 (Signal) N8 0 100 200 300 39 D <br /> ---8-8"-- - '1'30 " - -'-6-eLf .., -.------ if10 .---~fi--- -0'-" 34.8 C <br /> 0 <br /> we 350 0 "2i5if ---550 --'1"5'- --"-'B'--- <br /> CR 96@1-35WWestRamp (Signal) 58 140 0 40 180 50 0 <br /> -- EB- "-6- 310 - 30 .-- --:f4-0 - -'-1j~'~- -r - 22.5 C <br /> W8 320 520 0 840 19 8 <br /> CR 96@1-35WEast Ramp (Signal) N8 140 0 300 440 17 8 <br /> --ES-- 110 340 --- -- ---0-- '"4'5'6"- 14 .., -S--- 7,6 A <br /> -WB-- -- "0- -69-0 --54-0 --{'i30 "i-- ------A--- <br /> CR 96@Round Lake Road (Signal) N8 70 0 90 160 43 D <br /> 58 '--20 ----- ---- -6----- 20 ~'--40 52 -'~i5-'~- <br /> E'S'--- 1'0 370 260 '('54-b--- 6--- m~ Am 90 A <br />~ <br />m \/;/S 150 1150 1-0 -----1".'3,-6---- ---'''--if'', - --A-- <br />'" <br />" CR 96@ OLD CR 10 (Signal) N8 30 10 60 100 36 0 <br /> -'S8 ---"42'0 170 20 610 ----- -----'4'6---_.. ---0----- <br /> ---E8 90 340 ----- - ---50 -~48if--' ------''':f'---- -------13--'-- 19,6 8 <br /> ----W8 - -- -190 '-"- -----"26'0' 20 -- ----'-,470 "-0 .. ------8----- <br /> CR 96@ Rice Creek Pkwy (Signal) N8 10 10 10 30 46 I D <br /> SOB 5-')" ,-6 40 'j-OC) 33 <br /> EB ,. ... 70 -740 10 820 -1"j -- -------8-. 25.6 C <br /> we 10 '-4-io -200 '(630 -'29-- C <br /> CR 96@HamlineAve (Signal) NB 260 20 80 360 44 0 <br /> 58 10 10 10 30 41 0 <br /> E8 10 m K20---- ------2',-if ..~i4-0" ----ji--- 6' 29,2 C <br /> w'E3---- 7~io 1-28-0 10 2,080 24 .. ------C-- <br /> Prior Ave@TH10WestRamp 58 120 0 580 700 22 C <br />. -EEI--- -0- 10 ",1~0 110 A 19.6 C <br />> 'W8 C <br />" 40 20 60 18 <br />0 Prior Ave@TH10EastRamp N8 10 0 90 100 26 D <br />'C <br />Q, ------E-8 -'0 120 0 --1-30- -'2'-- ~-A~- 8,3 A <br /> W8 6 50 -1-20 -'170 -OJ --j" <br /> <br />. Slgnallzalion lorCR 96/01d US 8, CR 96/01d CR 10, 1-35W/CR 96 West Ramp and East Ramp <br /> <br />SEH Inc, <br /> <br />5/1512008 <br />