Laserfiche WebLink
<br />Attachment 2-1 <br /> <br />TH 10lCR 96 Phasing Traffic Study MOE Table (2012 AM, SB Exit Ramp & No Frontage Rd/Miligated Option', HCS) <br /> <br /> Demand Volumes !.OS By Approach LOS By Intersection <br /> ---~_._-- -,---...------ - - -- - ---- ----~~-- <br /> Intersection Approach Delay Delay <br /> L T R Total (SNeh) LOS (SNeh) LOS <br /> CR H@CR 10 (Signal) N8 200 570 30 800 24 C <br /> ----sEf.- -- 500-- --1~850 _....~,~~,,~ -- -(5-- <br /> 90 - - 1260 28 <br /> Eil-- -- -- ----150~- -~"196'--'~ -,,-,- 420 22 c 25.7 C <br /> ~'WB-'- _"~9_._. ------2:20----- -.------ --32'6"''''-~ ----e- <br /> 40 60 21 <br />:r CR H@I.35WWest Ramp (Signal) S8 160 0 180 340 21 C <br />" 'ES- -- ~._- _~"._._m ~---- -~-------- --~-- 12.4 8 <br /><.l 0 270 10 280 6 A <br /> -wa"'-'- -.-.-- --- ----0- ---. 230-"~ -,--_.~ <br /> 110 120 8 A <br /> CR H@I-35WEast Ramp (Signal) NB 10 0 150 160 21 C <br /> "'-~EB-""- -.-,,--. .-,------. --------------- -------.0-.-- -----'^,f2'O-- -----..- 17.4 8 <br /> 140 280 13 <br /> ----~ ----.0------ -- "'ijom,^. -'^----g6'- ,-- -'-320 22 -- -- T <br /> CR 96@Old US 8 (Signal) N8 0 100 200 300 33 C <br /> ------ - -'-"''580--- -..-'-~"o~--''''- -- ---730""- --jj---- C <br /> S8 ----150 44 29.3 <br /> - -Ws'u- -4'50 0 170 ----- 620 11 ---8 .---- <br /> CR 96@1-35W West Ramp (Signal) SB 440 0 140 580 49 D <br /> ---- ----~.. mn"6 "320 ..--:3"0------ --- --350--- - 3'2'- - me --- 32,8 C <br /> E8 <br /> W8 350 490 0 840 22 C <br /> CR 96@!-35W East Ramp (Signal) N8 150 0 300 450 18 8 <br /> -'-.'ES"-- :;-:;0 -if-- 770 -------- 8 ----- 8,5 A <br /> 660 10 <br /> WB -0-- - --eif6-- -- " - sifij-- - 1)"60--' 4 A <br /> CR 96@Round Lake Road (Signal) N8 120 0 , 30 150 38 D <br /> s-s- 4'0-- - 50 46 ----- ----j"--- <br /> 10 <br />~ E8 ----:;0 680 i70 9'50 18 '13 13.1 B <br />m <br />" -------W'f3 --:;-40 1110 10 ----{'260 -5- ----- - --A-- <br /><.l <br /> CR 96@ OLD CR 10 (Signal) N8 30 0 60 90 17 8 <br /> ----E-S---- -------- ---"510 -2'6'0 --- -'----1"1'0- 1 7;"" 58 A <br /> 0 <br /> 'ws ----'2IYO --0 -{430 8 ---- ------ ------- <br /> 1230 A <br /> CR 96@ Rice Creek Pkwy (Signal) NB 10 10 10 30 46 D <br /> -----.-s--Ef -210 -'--:;'0 40 ---2-60 40- ------.0------ <br /> E8 70 500 10 5-80 -1'8 ---,-- a .__m 27.3 C <br /> W8 10 1380 240 "1':6'3'6" 28 -c- <br /> CR 96@Hamline Ave (Signal) NB 270 20 80 370 42 D <br /> SB 10 10 ---- -1-if ----3-6".. 41 ---0- <br /> E8 10 470 180 660 44 D 31,6 C <br /> \!VB 1270 10 2-:-1)0-- - --2-6 -----C---- <br /> 840 <br /> Prior Ave@TH10WestRamp SB 270 0 10 280 11 8 <br /> "--"ES'" -6 10 10 20 7 -- - -A--- 10.1 8 <br />0 <br />> ---- -so-- s'" A'-- <br />" WB 50 10 0 <br />.. Prior Ave@TH10EastRamp NB 10 0 90 100 8 A <br />0: -EB I ", 270 " -27'0 --- ------fif---- -----S--- 8,8 A <br /> WB -() ----St)" -- 170 '22'i:i"'" ., --8" A <br /> <br />. Signalization forCR 96/01d us 8, CR 96/01d CR 10, J.35W/CR 96 West Ramp and East Ramp <br /> <br />SEH lnc <br /> <br />5/15/2008 <br />