1272 search results for temporary steel bridge
SP4550000DB.origind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, , behind proprietary retaining walls) for shafts installed after fill placement. Install temporary, final set as defined by ASTM C403 except as required to remove temporary casings before the drilled, of gyration of the pile does not exceed 120 for steel piles, and the unsupported length to the least cross, Documents, install telltales that consist of an unstressed steel rod, greased for reducing friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_0SP4550000DB
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, placement. Install temporary casings through the completed conventional fill when permanent casings, that concrete has attained its final set as defined by ASTM C403 except as required to remove temporary, to the minimum radius of gyration of the pile does not exceed 120 for steel piles, and the unsupported, shown in the Contract Documents, install telltales that consist of an unstressed steel rod, greased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/design-build/sp4550000db.pdf?sfvrsn=97fab42a_3SP4550000DB
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, placement. Install temporary casings through the completed conventional fill when permanent casings, that concrete has attained its final set as defined by ASTM C403 except as required to remove temporary, to the minimum radius of gyration of the pile does not exceed 120 for steel piles, and the unsupported, shown in the Contract Documents, install telltales that consist of an unstressed steel rod, greased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/design-build/sp4550000db.pdf?sfvrsn=5a11b4ad_3SP4550000DB
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, placement. Install temporary casings through the completed conventional fill when permanent casings, that concrete has attained its final set as defined by ASTM C403 except as required to remove temporary, to the minimum radius of gyration of the pile does not exceed 120 for steel piles, and the unsupported, in the Contract Documents, install telltales that consist of an unstressed steel rod, greased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/design-build/sp4550000db.pdf?sfvrsn=3d9ff306_32021 January Redline eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Manufacturers Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI, American Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel, , firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, including, -span box culvert is considered a bridge, where the length between the extreme ends of the openings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/2021-january-redline-ebook.pdf?sfvrsn=97c3f957_2E4W84
/A Total Roadway Length: 8.172 Miles Contract Days: 452 Total Bridge Length: 0.000 Miles Letting, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2024-25 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order: 001, 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 500.000 0102- 71- 23 TEMPORARY BARRIER, Description Unit Quantity 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 2,030.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 2,712.000 0102-107- 1 TEMPORARY TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4w84.pdf?sfvrsn=91218803_1AD2512~2
REPORT (N/A) ............................................ 55 11 STRUCTURES - TEMPORARY BRIDGE (N, /A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N, 4.12 Temporary Traffic Control Plan (TTCP) Analysis and Master Design Files, 5.14 Temporary Traffic Control Plan, /A............................................................................... 40 6a.6 Temporary Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/ad2512-2.pdf?sfvrsn=2ff6c151_1D5-05-06-25BSN
EST, AT BRIDGES #700072 AND 700201, MEET AT THE BRIDGE TENDER HOUSE. PROPER PPE IS REQUIRED. LIMIT 2, SUBSTRUCTURE CY 10.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 256.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,026.000 0460- 6- 2 LADDERS & PLATFORMS, REHAB LB 3,078.000, of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, and Bridge Construction. Insurance companies must be authorized to do business in the State of Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/d5-05-06-25bsn.pdf?sfvrsn=9a826b70_11-21eBook (signed and sealed)
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2021, are hereby approved for application on highway and related, ........................................................................................ 110 103 Temporary Work Structures, ............................................ 369 370 Bridge Approach Expansion Joints, Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/1-21ebook-(signed-and-sealed).pdf?sfvrsn=26f29044_21-21eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2021, are hereby approved for application on highway and related, ........................................................................................ 110 103 Temporary Work Structures, ............................................ 369 370 Bridge Approach Expansion Joints, Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/1-21ebook.pdf?sfvrsn=1c62cb58_27-20eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2020, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Bridge Approach Expansion Joints, Bridge Construction .............................................................. 522 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/7-20ebook.pdf?sfvrsn=c1f3424e_47-20eBook(Signed and Sealed)
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2020, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Bridge Approach Expansion Joints, Bridge Construction .............................................................. 522 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/7-20ebook(signed-and-sealed).pdf?sfvrsn=e7b19000_4SP4550000DB
. Structures (Other Than Bridge) Foundations- Auger Cast Piles, ) for shafts installed after fill placement. Install temporary casings through the completed conventional, as required to remove temporary casings before the drilled shaft elapsed time has expired. 455-2, of the unsupported length to the minimum radius of gyration of the pile does not exceed 120 for steel, of an unstressed steel rod, greased for reducing friction and corrosion, with appropriate clearance inside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/design-build/sp4550000db.pdf?sfvrsn=2c42a5a2_1117eBook_SS_DLH
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2017, are hereby approved for application on highway and related, ............................................................................................ 108 103 Temporary Work Structures, Bridge Approach Expansion Joints, Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook_ss_dlh.pdf?sfvrsn=26faa05d_0117eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2017, are hereby approved for application on highway and related, ............................................................................................ 108 103 Temporary Work Structures, Bridge Approach Expansion Joints, Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_0718eBook_SS_DLH
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2018, are hereby approved for application on highway and related, 103 Temporary Work Structures, Cement Concrete Pavement ............................................ 369 370 Bridge Approach, ..................................................................................... 510 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook_ss_dlh.pdf?sfvrsn=916919d6_0718eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2018, are hereby approved for application on highway and related, 103 Temporary Work Structures, Cement Concrete Pavement ............................................ 369 370 Bridge Approach, ..................................................................................... 510 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook.pdf?sfvrsn=23db8518_0119eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2019, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, ............................................ 371 370 Bridge Approach Expansion Joints, Bridge Construction .............................................................. 529 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebook.pdf?sfvrsn=abd5f2d5_6119eBook_SS_DLH
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2019, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, ............................................ 371 370 Bridge Approach Expansion Joints, Bridge Construction .............................................................. 529 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebook_ss_dlh.pdf?sfvrsn=9d1a277_0DEV416-937PIAS (8-20-24)
stainless steel. Undercut anchor systems for temporary applications with an expected service life of less, carbon steel. Screw anchors for temporary applications with an expected service life of less than, of traffic railing reinforcement and anchor bolts into existing concrete bridge decks and approach slabs, , nor more than 150% of the nominal diameter of the steel bar anchor or dowel, using a rotary hammer drill and bit. Use a metal detector specifically designed for locating steel in concrete to avoid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev416-937pias-(8-20-24).pdf?sfvrsn=e2037466_1