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<br />Attachment 2.2 <br /> <br />TH 10/CR 96 Phasing Traffic Study MaE Table (2012 PM, SB Exit Ramp & No Frontage Rd/Mitigated Option', HCS) <br /> <br /> Demand Volumes LOS By Approach LOS By Intersection <br /> ----,.._~ , ~ .~,._,_.- - -_...~ ..-- -.-...-----,-- _._~"_. ------- ---.- ---- <br /> Intersection Approach <br /> L T R Total Delay !.OS Delay !.OS <br /> (SNeh) (SNeh) <br /> CR H@CR 10 (Signal) N8 180 1270 10 1,460 40 0 <br /> S8 100 640 250 990 21 C <br /> ----EB-- -- -120--- ------ -- 4(io~'" - - - <br /> 570 _~'6fi6-" 18 8 27.3 C <br /> ------- -------- -- -c- <br /> W8 30 230 120 380 24 <br />I CR H@I-35WWestRamp(Signal) S8 220 0 140 360 21 C <br />'" E8 0 ~{} ~~ -sao- --7-- -p:-- 11.0 8 <br />() -".--- - -- -- -- <br /> W8 270 240 0 510 10 A <br /> CR H@I-35WEastRamp (Signal) N8 10 0 280 290 21 C <br /> ----.------- ----9---- ..------ <br /> E8 460 420 0 880 A 17.9 8 <br /> --wa---- _"o-n -"""'510'" --- 320'-- ~'--830-- - '26~'-- -'''-c'''--'~ <br /> CR 96@Old us 8 (Signal) N8 0 510 590 1,100 37 0 <br /> ~ "-'170-- ---240-- __"_0"__ ---;f1-o- - "21"~"'- ---c-- 28.7 C <br /> M'WS 150 0 210 360 --14---- -- -----8-- <br /> CR 96@1-35WWestRamp (Signal) S8 470 0 50 520 79 E <br /> nEB ~-,- -- , '0.-- '61'0 " --'-150"'-'- ....'76.0". -"i:Ef"-' E 57.7 E <br /> W8 390 310 0 700 44 0 <br /> CR 96@1-35W East Ramp (Signal) N8 190 0 260 450 20 C <br /> -f-S---- - 370 --------- -- s'-- 13,7 8 <br /> 710 0 1.080 12 <br /> ----iliif- - -6------ - --5'60--- - ---53if ----- '--aSa--- ---'12--'-- ----------s -- <br /> CR 96@RoundLakeRoad (Signal) N8 250 0 130 380 35 C <br /> S"S 20 0 40 60 41 -'-'--15----. <br />~ -----'-f-S ----6'0' - 'is6' ., 1':1'0 - -.'g'8'O' .-- ~- 14,7 8 <br />m 11 8 <br />'" WB-- 40 -560 20 620 6 A <br />() <br /> CR 96@OLO CR 10 (Signal) N8 80 0 220 300 14 8 <br /> - , -E'Er' -- -OM~' 84-6 '-s6 " ,,~ '-920- ~ ------,. .-----A------ 7,1 A <br /> 4 <br /> - 'Wa--- 80 -- --5'30 0 "6'1'6"-- '9 '--/( <br /> CR 96@ Rice Creek Pkwy (Signal) N8 10 10 10 30 40 0 <br /> --$'i3"" -'--'20-0 10--- -YO"" " '-'-ie-6-"-- ---- -'34---'. -....-.c--~. <br /> E8 70 990 10 1,070 19 8 23.1 C <br /> --WB 10 54'6 --550 1,100 24 -------t--- <br /> CR 96@HamlineAve(Signal) N8 300 10 810 1,120 78 E <br /> -S8 ---- ----. 10 -20-- ----it)' . -------50------ -----26 - - -'-"c-~ <br /> E8 10 1000 200 1,210 55 E 52.6 0 <br /> W8 110 760 10 880 19 --'---8----- <br /> Prior Ave@TH10WestRamp S8 60 0 20 80 ! A <br />0 ., -EEl 0 20 20 40 6 A 7.4 A <br />> V'is 90 <br />" 10 0 100 8 A <br />.2 Prior Ave@TH10EastRamp N8 10 0 70 80 8 A <br />Ii. E8 30 50 0 80 8 A 14.3 8 <br /> -WS---- -----1'60--- ------ - -(fja---- --~16------- ----t---- <br /> 0 570 <br /> <br />. SlgnallzalJOn for CR 96/01d US 8. CR 96/01d CR 10, J.35W/CR 96 West Ramp and East Ramp <br /> <br />SEH InC. <br /> <br />5/15/2008 <br />