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This text message is used to keep the image from rotating in ocr process. Be sure to crop the top .25" off after the ocr process. 96 ' -6 ' , <, OUT TO OUT BACKWALL ...+ 93'-6" "' rt N « WEBER RIVER >v> TOE OF v> z o v> > W 0:: SR-66 SOUTHBOUND rt SR-66 AND PROFILE GRADE LINE w c ..... 9 ~~6 NoRTHBoUND __L--------------i~----;__:::_ 1 o CHORD "A" LINE BRG = N22'31'43"E ~~CU~R~V~E~O~A~T~A________ ~ DELTA 61'25'35" RT R 818.51 T 486.25 L 877.52 PI STA 24+58.30 PC STA 19+72.05 PT STA 28+49.57 wtr LOCATION PLAN Z o Existing Abandoned Water Line To Be Removed -!)------- REMOVE STRUCTURE C-164 HL-93 LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 4th EDITION. 2007. SEISMIC DESIGN IN ACCORDANCE WITH MCEER/ATC49. I' APPROACH SLAB (TYP) 1 92' -1 O"S" rt _- -=- _- _- -=- _- _- -=- _- _- -=- L1 1 ~T I I 'I rt WEBER RIVER 1 GRAFFITI BARRIER 1 .....bI'2.._. ..,5 RIPRAP SEE "RIPRAP DETAILS" SHEET FOR EXTENT PLAN BRG ABUT #1 FIX _- I ~ [ -=- _- _- -=- _- _- -=- _- _- _ Exist. Ground SEISMIC DESIGN PARAMETERS (2372 YR RETURN PERIOD. 101. PE IN 250 YR) PGA = 0.35 g 55 = MAX CONSIDERED EO GROUND MOTION AT 0.25 = 0.80 g 51 = MAX CONSIDERED EO GROUND MOTION AT 1.05 = 0.30 g SITE CLASS D. SHL = IV. SDR = 4 PARAPET LOADING: TL-2 0:: ...J - BRIDGE LOAD RATING RATING LOCATION 51 5 0.00 STR. I OPERATING 2.64 S 0.00 STR. I 1. Z 0:::E ELEVATION GENERAL NOTES INDEX OF SHEETS 1. USE COATED DEFORMED BILLET-STEEL BARS CONFORMING TO AASHTO M284 OR Mll1 AND M31 GRADE 60 FOR ALL REINFORCING STEEL. 2. USE STRUCTURAL STEEL CONFORMING TO AASHTO M 270 GRADE 50 EXCEPT WHERE NOTED OTHERWISE. EXCEPT WHERE NOTED 4. USE CLASS AA (AE) FOR CAST-IN-PLACE CONCRETE EXCEPT WHERE SPECIFIED OTHERWISE. 5. PROVIDE 2 INCH CONCRETE COVER TO REINFORCING STEEL EXCEPT WHERE NOTED OTHERWISE. 6. DO NOT SCALE DRAWINGS. 7. HORIZONTAL DIMENSIONS ARE PLAN. VERTICAL DIMENSIONS ARE PLUMB. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. SITUATION & LAYOUT 1 SITUATION & LAYOUT 2 SOIL DATA SHEET FOUNDATION PLAN DRIVEN PILE DETAILS ABUTMENT #1 PLAN & ELEVATION ABUTMENT #2 PLAN & ELEVATION ABUTMENT & WINGWALL DETAILS FRAMING PLAN STEEL DETAILS GIRDER DETAILS DIAPHRAGM DETAILS DECK PLAN 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. DECK SECTIONS AND DETAILS SCREED ELEVATIONS APPROACH SLAB PLAN APPROACH SLAB REINFORCING PLAN APPROACH SLAB DETAILS 1 APPROACH SLAB DETAILS 2 APPROACH SLAB DRAIN DETAILS PARAPET DETAILS 1 PARAPET DETAILS 2 RIPRAP DETAILS REINFORCING DETAILS 1 REINFORCING DETAILS 2 .> >- HL-93 "I ' U - 3~" ~ 8 SEISMIC: INVENTORY 3. CHAMFER ALL EXPOSED CONCRETE CORNERS OTHERWISE. a:: ::::1- I,z" CONCRETE: 35 PSF (FUTURE) 3'-6" THICK LOOSE RIPRAP (TYP) , «c... Vl SR-66 = 35 M.P.H. ____ _ W fy (REINF) = 60 KSI: n f'e = 4000 PSI: z Z:z:O WEARING SURFACE: LOW CHORD ELEV 5059 . 35 r PROPOSED GAS LINE V) DESIGN SPEED: BRG ABUT #2 FIX - E~t-i~g--~ -,- -- - -OdEL E-V 5058: 92:r-Y:l~,:.L~ Structure _ j:-J6~ _ _ _ _ _ _ 0... INVENTORY AND OPERATING RATINGS ARE IN ACCORDANCE WITH THE GUIDE MANUAL FOR CONDITION EVALUATION AND LOAD RESISTANCE FACTOR RATING (LRFR) OF HIGHWAY BRIDGES. WITH 2005 INTERIM SPECIFICATIONS. CAST-IN-PLACE CONCRETE: rt « a:: o ~ LINE NOTE: GIRDERS ARE PARALLEL AND OFFSET FROM CHORD "A". CHORD "A" IS DEFINED AS A LINE FROM STA. 25+42.69 OFFSET 0.00 TO STA. 26+36.19 OFFSET 0.00. DECK AND PARAPETS ARE PARALLEL TO rt PROFILE GRADE LINE US-6. ~ DESIGN DATA w« NOTE: F DENOTES RATING CONTROLLED BY FLEXURE S DENOTES RATING CONTROLLED BY SHEAR Mr AT 46.75' = 6884.0 K-ft Vr AT 0.0' = 334.8 KIPS a: I.LJ >a: a: I.LJ co aUANTITIES I.LJ ~ a: I.LJ ~----------------------~I~T~E~M~----------------~~E~S~T~~U7.N~I~T~~A~S~C~ON~S~T~R~E5 ~R~E~M~O~V~E~B~R~ID~G~E~________________________________+-~~-+~E~A~C~H~__-------I~ LOOSE RI PRAP a:: w > ~ a:: ::l o a:: >- 1000 CU YD I' CO ...J ~od o o a:: Z lL..I wO a:: > CO O~ « U) ::l U)~ I a:: V) V) ~P~I~L~E~D~ R~IV~IN~G~E~O~U~I~P~M~ EN~T~~______________________t-~l~-t~L~U~M~P~________-1~ DRIVEN PILES - HP14 x 89 REINFORCING STEEL - COATED (PLAN OUANTITY) STRUCTURAL CONCRETE (EST. LUMP OTY 412.1 CU YD) PRECAST CONCRETE PANEL (EST. LUMP OTY 4860 SO FT) MOVE PREFABRICATED BRIDGE STRUCTURAL STEEL (EST. LUMP OTY 202.489 LBS) 962 68.183 1 FEET LB LUMP LUMP LUMP LUMP U) U) ...u '"o, a: a. MORGAN COUNTY C-969 ORG. NO.