Laserfiche WebLink
<br />Attachment 1-1 <br /> <br />TH 10/CR 96 Phasing Traffic Study MOE Table (2012 AM, No SB Ramp & No Frontage Rd/Mitigated Option', HCS) <br /> <br /> Demand Volumes LOS By Approach LOS By Intersection <br /> Intersection ~.,_.~ ...~,-~"_.. _.,,-~~--- ----- ---- --- <br /> Approach <br /> L T R Total Delay !.OS Delay LOS <br /> (SNeh) (SNeh) <br /> CR H@CR 10 (Signal) N8 160 570 30 760 22 C <br /> 1'"20'---' "1"1'1'6 ' u6~20 .. ..m2'8'-~-' ....'G- <br /> S8 ._3.8-5'6 <br /> ,-- "E"S -- --~_.~_. ..... --~-- <br /> 80 170 180 430 11 8 23.9 C <br /> -V;J"S'-- -'--jo-~ --~-200'~ - ~--- ~i'O" <br /> 60 290 20 <br /> :I: CR H@I-35WWest Ramp (Signal) S8 240 0 170 410 19 8 <br /> '" E8 0 - '31'i)""'- ---'f6u - - ... -, ,,-,-,~ - --g-- 8 <br /> " 320 12 13.9 <br /> --.---.. ..----------- -1'20-- - -'240-- --'-8~- .M'T- <br /> WB 120 0 <br /> CR H@1-35W East Ramp (Signal) N8 10 0 140 150 18 B <br /> -Ell --140- ---410"'-- '------6"- --- --550-'" 10 '---'8-"-'''' 13.1 8 <br /> ,w"WS -0-"- '---'"2:3'0'--- "9-6 ..--.- -.-- -----16-- -- ------s-- <br /> 320 <br /> CR 96@Old US8 (Signal) N8 0 100 200 300 39 0 <br /> ---- 88----- 160 "680 ---6 - - ".. '84Cf"" ., -- ---0-"'- 31.7 c <br /> 46 <br /> wff -- -3"5-ij- - ----.---- ------ ---570- -7'--- ~-A----- <br /> 0 220 <br /> CR 96@1-35WWestRamp (Signal) S8 610 0 40 650 55 E <br /> ~ -- --- <br /> E8 ---6- ----330 --30~ -360-- 47 0 40.2 0 <br /> W8 370 530 0 900 26 C <br /> CR 96@1-35WEast Ramp (Signal) N8 160 0 300 460 18 8 <br /> -- --ES--- ------'--1'0-- 830 --- ----.--6--- - -9-40---- --1"3----- ---~-B'~-'- 20.5 c <br /> ~--WS ---0.--- ----iSo.-.- ---- ------ --- {3-70- " -- --27"------ ---C--- <br /> 620 <br /> CR 96@Round Lake Road {Signal} NB 120 0 30 150 40 0 <br /> ----$-8----- ----- ':;-6----- --6 m_ --""''40 _0" ---" 50 N~_ .m_ 4"5" .., ----0-- <br /> w -- ES-- 10 850 ---270" {';'3D -25 C 19.6 8 <br /> ~ <br />'" --W'S -----140 --'-210--- ----10 --- ---1,360'-- ----'-'2-- -------.s ,- <br />" <br /> CR 96@ OLDCR 10 (Signal) N8 30 0 60 90 48 0 <br /> EB '0 680 210 - -'890"'-- ----6----- -----p:-- 4.4 A <br /> ---Wa-- ---'-'2'00'- .--.--.-;330----- ..-~...6.--"- "'''-i']3-6-- 1 -"----7\'- <br /> CR96@ Rice Creek Pkwy (Signal) N8 10 10 10 30 46 0 <br /> SB -16 ---- ------'-6--- -----40---- --;2()- - -"--'34--- ---'c---- <br /> _nEB iij 6'66' 10 740 5 A 40.4 0 <br /> wa- 10 1480 190 1,680 56 --E~ <br /> CR 96@HamlineAve (Signal) N8 270 20 80 370 42 0 <br /> " ~S'8 ':;-6 -- --",-6-- 10 30 ---- 41 -",,- -6"'-- <br /> E8 10 470 210 690 35 0 29.6 C <br /> ----.ws.".-.- -840 -----1'j.2'C) -, -----.10"- M'~2'::;-jb ~ --~2'5 '-'c ,,~ <br />~ 0 Prior Ave@TH10WestRamp WB 50 0 0 50 7 A 72 A <br />'C > Prior Ave@TH10 East Ramp N8 0 0 90 90 7 A <br />0. " WB 6 56 "20 -----:;'7'6." -f" <br /> A 6,5 A <br /> <br />. Signalization for CR 96/01d US 8, CR 96/01d CR 10, 1-35WJCR 96 West Ramp and East Ramp <br /> <br />SEH Jnc. <br /> <br />5/15/2008 <br />