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<br />Attachment 1 w2 <br /> <br />TH 10fCR 96 Phasing Traffic Study MOE Table (2012 PM, No S8 Ramp & No Frontage RdfMitigated Option " HCS) <br /> <br /> Demand Volumes LOS By Approach LOS By Intersection <br /> -- -.------- ----_..,- ----- <br /> Intersection Approach Delay Delay <br /> !. T R Tolal {SNeh) LOS (SNeh) !.OS <br /> CR H@CR 10 (Signal) NB 180 1270 10 1,460 40 0 <br /> -sS- ~- --260~-- '~"990~"- .~,~.__. -~C- <br /> 110 620 21 <br /> ~ -~-- ---~ 1,070 18 B 27.5 C <br /> EB 120 580 370 <br /> ~ ~ ~~ -120- --380- 25 C <br /> :l: CR H@I-35WWest Ramp (Signal} SB 220 0 140 360 21 C <br /> '" ----6-90----- ------'1"6'-. 'M"'Yoij"--- -_._~--- --~~ <br /> " EB 0 A 11,2 B <br /> --'we- ---.------ ---510-'-"- ~"'''~10 ".~,- '--"-8'''-- <br /> 270 240 0 <br /> CR H@I-35W East Ramp {Signal) NB 10 0 280 290 21 C <br /> ~-- --476- --440-- .. ----9'10'" ..~....~.mm._ - <br /> 0 9 A 17.4 B <br /> ----WB 0 '5-1-6 -- -320"- 830 26 C <br /> CR 96@Old US 8 (Signal) NB 0 500 590 1,090 33 C <br /> -----SEf' " f70-" "24'0- if ',1"1'6" ---- -- ---C---- 26.9 C <br /> 24 <br /> WS---- -1-56--- 0 --- ------.-,- - --'360"- ""-12" "...~.- B ......,,, <br /> 210 <br /> CR 96@1-35WWestRamp{Signal) SB 480 0 50 530 84 <br /> EB 0 .--- ----6-20 150 770 --.. 59 - E 62.0 E <br /> WB 400 310 0 710 49 0 <br /> CR 96@1-35WEast Ramp (Signal) NB 190 0 260 450 18 B <br /> Et3" 3'iej' ----730--- -- --if'--- -{'iDo ---i'if'" ""~-"B~"" 14.6 B <br /> " "ws , "6 --sir)'" 330 - ---S50 ---'1'a""- -'mS <br /> CR 96@Round Lake Road (Signal) NB 250 0 130 380 31 C <br /> ---S-8---- ------20--- -- --'0'" - "'''4''b-----'' ---"'60--"" 36 '--'-""0--- <br /> ~ E-S--- 60"- 796 1-40 990--'- 13 ----- -----8-- 16.4 B <br /> m <br /> '" ws-- ------40-- - ----- ---,,- --.20---- --'-'630'--~ '~"'12-"'. ''''''--g---' <br /> " 570 <br /> CR 96@ OLD CR 10 (Signal) NB 90 0 220 310 37 0 <br /> -E-S 0 850 8-6 -- --930 m - ---2-- --------;;:-- 8,8 A <br /> 'VIis-- -----80----- ------s;f6m.- -cfmn.- ------620- ----,,, -5 "u'" """"A <br /> CR 96@ Rice Creek Pkwy (Signal) NB 10 10 10 30 34 C <br /> SB 190 -1-e)' -eo- --- -----280--- - ----28--m--- m-.'c-~~- <br /> -E-S--- - 70 1000- 10 1.080 '15- B 22.7 C <br /> 'WB 10 540 550 10C 28 C <br /> CR 96@Hamline Ave (Signal) NB 300 10 810 1,120 78 E <br /> "sa'" "10' m 20-- '--2i)" .. --50--- 26 ...---c--- <br /> EB 10 1000 200 1.210 55 E 52.6 0 <br /> ----iN-s---- 110 - ---760 - "1"6 n , '---ss'O''''' "f9 -"8--- <br />~ Prior Ave@TH10WestRamp WB 90 0 0 90 8 A 7,6 A <br /> 0 <br />'0 > Prior Ave@TH10EastRamp NB 0 0 70 70 8 A <br />a. '" 'WB 6 90 sio 660 15--- -Ei-- <br /> 13.9 B <br /> <br />~ Signalization for CR 96/0Jd US 8, CR 96/0ld CR 10,1-35W/CR 96 West Ramp and East Ramp <br /> <br />SEH Inc_ <br /> <br />5/15/2008 <br />