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HomeMy WebLinkAbout1991-03-28 MNDot Fax to NAC Re TH 36 Interchange Study Oalida c . -',.: 4.-....-y , : .;:,)1 ( - ' Minnesota .Deott :f ,. i Ttaftlortstion A etropolitan District Transportation auilding St. Paul, Minnesota 5018b Oakdale Office, 3485 }lac l'el. . le North, 063C.; ralesota .,-,Arie Valley Office, 7 ,'' Non). Dri , Gok; • MAIDATLIAMULUALTRA ?MIT T AL I OIL:Lb 111AILATTINTIOP .::: , - EAMA 1 AZ 14.011111_11.12=711E-1.0211. _ . .,.. , ■.4 .., TINE, LA% _ , INITIAL. NAME J.,,2.544t.-ALigin_ _ ,- .- - ,,CXTION Ai, W _,..4550.C.— ._Q2/1.5-. FM , .. _... _. Locat- on 44 a42,41 - (l L c r--tel , , . .._. ______ ...________ _....._ .,......... ....... „,_,... ...I: ..., .-. .,: - _...., # ......,i ... ......._ . , . 0 6-0,-,-,,,,,,,, 4 / - - - . --: ' ' _.(14,311d41.2rtittik ,eieleldopZ-RA 4; 7 rilci .1-t:4-...,..._, AV-e- / "71404. WI/ , Ar ,,. • ,.. 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It ,-, Y!MN -DOT Oakdale ( 3 -28 -91 ;10 :29AM ; MN /DOTI ;DALE4 ;# 3 TB 36 BUSINESS TASK FORCE INTERCHANGE DESIGN STUDIES Progress Report March 28, 1991 ALL ALTERNATIVES HAVE THE FOLLOWING FEATURES IN COMMON: 1.) TH 38 Interchange with TN 95. 2.) TH 36 Interchange with TH 5 /Co. Rd. 5 3.) Grade separation at Washington Street ALT. #1-- Vi * YtA ■ V.; oh i. .4 This alternative has the following additional features: 1.) Grade separation at Osgood Avenue, and possibly at Beach Road. 2.) Continuous two -way frontage roads on the south side of TH 38 from TH 5 /Co. Rd. 5 to TH 95. 3.) Two -way frontage roads on the north side of TH 38, from TH 5 /Co. Rd. 5 to TH 95, with a possible jog at Greeley Street to a void ponding area. ** *THIS ALTERNATIVE REMAINS UNDER STUDY * ** #2 - -OS. O011 A3 >F D1'AM_QN TLTNIERCH GE This alternative has the following additional features 1.) Grade separation at Greeley Street, and poeeibly at Beach Road. 2.) Continuous two-way frontage roads on both sides of TH 38, from TH 5 /Co. Rd. 5 to TH 95. ** *THIS ALT:RNATIVE HAS BEEN DISMISSED --SEE ALTS. #2A, 8 C Reasons for dismissal: a.) Ramp grades too steep (NE =7.2°, SE S%). b.) Insufficient traffic weave distance,. c.) Exceeds Met. Council interchange p c t ' criteria. ALT, #.-- QiiM.. ..NVLIQW,FI ..ONL_.N.:ECHMGF k ame add3tr:taa1 features as ALT. #2. Design variation avoids st`=`sp ramp grades, and provides sufficient weave elistances.. However, it still exceeds Met. Council interchange criteria. ** *THIS ALTERNATIVE Rte. DNS UNDER STUDY*** ANT BY : MN -DOT Oakdale ( 3 -28 -91 ;10 : 30AM ; MN /DOT ; ;DALE-► # 4 ALT- #2B--QSGOODASTRIBUME-1.461)__NITEL.M.245 Same additional features as ALT. #2. Design variation avoids steep ramp grades, and provides sufficient weave distances. ** *THIS ALTERNATIVE IS UNDER DEVELOPMENT * ** ALT. #2C--- oSGOOD AV NTTR SINGLE _PAINT C/"D WITH` TH 95 Same additional features as ALT. #2. Design variation avoids steep ramp grades, and provides sufficient weave distances. ** *THIS ALTERNATIVE IS UNDER DEVELOPMENT * ** ALT. #3-- GRE.rLEY ST? EET 1Nl? SZ ;�f x T 1 R(:HANGRS This alternative has the following additional features: IL) Possible grade separation at Beach Road. 2.) Continuous two -way frontage roads on the south side of TH 36, from TH 5 /Co. Rd. 5 to TH 95. 3.) Two -way frontage roads on the north side of TH 36, from TH 5 /Co. Rd_ 5 to TH 95, with a possible ,$o at Greeley Street. ** *THIS ALTERNATIVE HAS BEEN DISMISSED - -.SEE ALT.. #3B*** Reasons for dismissal: a.) Greeley wetland /pondi.ng area impact. b.) Insufficient weave distances —Greeley to Osgood, and Osgood to TH 95. c.) Ramp grades too steep (NE =7.2%, SR =S %) d.) Exceeds Met. Council interchange spacing criteria. ALT. #3A-•- GREELRY ST- AND OMOOD AVE T LDE ..DIAMOD —IN ERC - s Same additional features as ALT. #3. Design variations provide sufficient weaving distances, and avoids step ram grades. ** *THIS ALTERNATIVE HAS BEEN DISMISSED- -SEE ALT. #3B * ** Reasons for dismissal: a,) Wetl and/pond rig area impact. b.) Exceeds Met. Council interchange spacing criteria FONT MN -DOT Oakdale ( 3 -28 -51 ;10:31AM ; MN /DOT( ;DALE- ;# 5 ALT. 03B - -GR++ 1./2 DIAMON & O SGOOD AVE. FOLDED DIAMOND INTERCHANGES Same additional features as ALT. 43. Design variations minimize wetland /ponding area impact, provide sufficient weaving distances, and avoids steep ramp grades. However, it still exceeds Met. Council interchange spacing criteria, and does not provide full traffic movements at Greeley. ** *THIS ALTERNATIVE REMAINS UNDER STUDY * ** ALT. 44 -- ,.. ;JO A*, % [011 y LO FRONTAGE _ROADS1 This alternative has the following additional features: 1.) Possible grade separation at Beach Road. 2.) Ramps integrated with one -way frontage roads from Washington Street to Beach Road. 3.) Two -way frontage roads from TH 5/Co . Rd. 5 to Washington Street, and from Beach Road to TH 95. ** *THIS ALTERNATIVE HAS BEEN DISMISSED--SEE ALTS. 42B &C * ** Reasons for dismissal: a.) Osgood ramps too steep (NE= 7.2 %, SE =6 %). b.) Insufficient weave distance, Osgood to TH 95. c.) Exceeds Met. Council interchange spacing criteria. ALT . 0t55 -- :: _ D 40 • A0 'LIT INTERCHANGE_.. (WITH SE2AEATEt FR . TAC1~ ROADS 1 This alternative has the following additional features- 1.) Possible grade separation at Beach Road. 2.) Two -way frontage roads from TH 5 /Co_ Rd. 5 Y .. 95. ** *THIS ALTERNATIVE HAS BEEN DISMISSED - -SEE ALTS. # 2B & 0 Reasons for dismissal same as Alt. 44. ACT 1 ? ...,.T!ilit__ALITE IIVRS ARE: 1 ALT. 41: DIAMOND AT GREELEY STREET. 2.) ALT. 42A: FOLDED DIAMOND AT OSGOOD AVENUE. 3.) ALT. 42B: C/D BETWEEN OSGOOD AND TH 95. 4.) .ALT. $32C:; SINGLE POINT C/D BETWEEN OSGOOD AND TH 95 5.) ALT. ti3B: 1/2 DIAMOND AT GREELEY AND FOLDED DIAMOND AI OSGOOD ..