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<br />Attachment 3,2 <br /> <br />TH 10fCR 96 Phasing Traffic Study MaE Table (2012 PM, S6 Exit Ramp&Frontage RdfMitigated Option', HCS) <br /> <br /> Demand Volumes LOS By Approach LOS By Intersection <br /> --- ----- ..------------- ----,~ " ...--- -~ -- --~--- <br /> Intorsocllon Approach Delay Delay <br /> L T R Total (SNeh) LOS (SNeh) !.OS <br /> CR H@CR 10 (Signal) NB 160 1280 40 1,480 32 C <br /> --"-"88 -- ------100 "'700 190 -~ ~:~'~~]Q~-= ------e..- <br /> ---- <br /> --'ES -- 110 490 440 ----~f;J! 20 -C" 25.2 C <br /> ----wa- --- .---,,- ---- - -- --24' -----C- <br /> 40 230 120 <br />:z: CR H@I-35WWestRamp (Signal) SB 220 0 140 360 20 C <br />0: '0 ----- ------ -630~ .....-.--...-.-.. 13.9 B <br />" EB 620 10 14 B <br /> ~-"wff--' ----- 240'''' -----510 --------g--- .--.-- <br /> 270 0 A <br /> CR H@1-35W East Ramp (Signal) NB 10 0 250 260 21 C <br /> ------ -- 390 -- -"--45'6 '-840" -'---:;'if <br /> . - -EB 0 A 17.2 B <br /> WB '0 510 390 - gOO '2'3 <br /> CR 96@Old us 8 (Signal) NB 0 420 680 1,100 33 C <br /> '-s's-- 60 '250 -----0 ------- -310 .. '22--' _M'_ t ------ 28.3 C <br /> WS ------150 --- "---b- .m.__ ----23'0 -380 19 '8 <br /> CR 96@1-35WWest Ramp (Signal) SB 150 0 50 200 39 0 <br /> EB "-6--- ---'B06- --130m M~"'_~" --"'-'2'3 ---- ....-C-~ 23.6 C <br /> 730 <br /> WB 350 330 0 680 20 B <br /> CR 96@1.35W East Ramp (Signal) NB 220 0 250 470 20 C <br /> - --E"E.~ -- 4s"6--m- w~"-29i5'---' , --'--7f- ---740 .. '-1'C} ---us ----- 17.5 B <br /> wa- 0 460 360 ,.. -----if2-0-- 22 ,m,,, C <br /> CR 96@RoundlakeRoad{Signal) NB 150 0 230 380 30 C <br /> ---- 'S'l3"" "~~'2'6 0 ---- ------31)" -50- --- 40 .. --0- <br /> 'EB -SO ---- 340 ------,'4'6' '54'Q--~ 18 ----'-i'3--- 15.1 B <br />~ <br />m ---WEf 40 "6"50 -20 710 4 ---7;,--- <br />0: <br />" CR 96@ OLD CR 10 (Signal} NB 70 30 210 310 26 C <br /> SB --- ------420 80w '-'"-'''0---' --.-sT6----- 51 -"6'- <br /> ES" "140 ------;i"so--- '10 600 17 -- ----- "S"m_-- 23.5 C <br /> WB 80 630 60 f7G " "9" A <br /> CR 96@ Rice Creek Pkwy (Signal) NB 10 10 10 30 34 C <br /> "sa 190 10 90 290---- 2S---- c <br /> EB 30 1040 10 ~~:~ 21 C 18.7 B <br /> WB 10 670 480 14 B <br /> CR 96@Hamlin€Ave (Signal) NB 150 10 810 970 79 E <br /> SB 10 10 30 T~if 31 c <br /> 'EB 10 1030 210 --'54--- 6'" 51.7 0 <br /> WB 110 960 10 '26"- -c'- <br /> Prior Ave@TH10WestRamp SB 50 0 510 560 23 C <br />0 EB 0 70 160 .. --23-6----- ------i' .....,.~.,.,.,. 18.2 C <br />> '60 <br />'" WB 50 10 0 19 <br />.. Prior Ave@TH10EastRamp NB 0 0 80 80 27 0 <br />a. EB 90 '4-b ---6-- .. ---130'-- 14 --,,---. '-if " 9,8 A <br /> wa------ -----0.- K6'" 430 480 6-- A <br /> <br />. Signalizallon for CR 96/01d US 8, CR 96fOld CR 10, 1.35WfCR 96 Wesl Ramp and East Ramp <br /> <br />SEH Inc. <br /> <br />5/15/2008 <br />