1272 search results for temporary steel bridge
FY2024-25eBookFINALcomp(signed and sealed)
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Department of Transportation Standard Specifications for Road and Bridge Construction, FY 2024-25, ........................................................................................ 115 103 Temporary Work Structures, ............................................ 383 370 Bridge Approach Expansion Joints, Bridge Construction .............................................................. 540 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed).pdf?sfvrsn=1ff18897_12025-26 eBook-compressed
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, FY 2025-26, are hereby approved for application on highway and related, 103 Temporary Work Structures, ............................................ 394 370 Bridge Approach Expansion Joints, ..................................................................................... 536 iv 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/2025-26-ebook-compressed.pdf?sfvrsn=a07d3f95_22025-26 eBook(signed and sealed)
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Department of Transportation Standard Specifications for Road and Bridge Construction, FY 2025-26, ........................................................................................ 116 103 Temporary Work Structures, ............................................ 394 370 Bridge Approach Expansion Joints, Envelope ID: 01462F49-70F3-43C6-87DB-A667BF011F5C 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/2025-26-ebook(signed-and-sealed).pdf?sfvrsn=bcbe5fad_1TP-05-02-25BSN
0400-147- COMPOSITE NEOPRENE PADS CF 139.700 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 1,005,886.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 456,473.000 0415- 1- 9, 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 5,543.000 0455-133- 3 SHEET PILING STEEL, F&I, in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/tp-05-02-25bsn.pdf?sfvrsn=a7e81972_1D2-04-16-25BSN
0400-147- COMPOSITE NEOPRENE PADS CF 7.100 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 43,905.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 26,647.000 0415- 1- 9, SEALER OR METHACRYLATES SF 1,823.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 60.000 0457, spall repair, concrete cracking repair, steel coating and incidental construction for Bridge, 141.300 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 23,513.000 0455- 15- 16 PREFORMED PILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/d2-04-16-25bsn.pdf?sfvrsn=6c7821de_1FY2024-25eBookFINALcomp(signed and sealed)R2
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Department of Transportation Standard Specifications for Road and Bridge Construction, FY 2024-25, ........................................................................................ 115 103 Temporary Work Structures, ............................................ 383 370 Bridge Approach Expansion Joints, Bridge Construction .............................................................. 540 455 Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed)r2.pdf?sfvrsn=c411cd67_1FY2024-25eBookFINALcomp-REVISED3-4-24
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, FY 2024-25, are hereby approved for application on highway and related, ........................................................................................ 115 103 Temporary Work Structures, Concrete Pavement ............................................ 383 370 Bridge Approach Expansion Joints, ..................................................................................... 525 iv 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp-revised3-4-24.pdf?sfvrsn=16ab03d_1Redline eBook compressed
American Institute of Architects AISI American Iron and Steel Institute ANSI American National, Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute EASA, . An individual, firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed.pdf?sfvrsn=167b63fb_1Redline eBook compressed
American Institute of Architects AISI American Iron and Steel Institute ANSI American National, Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute EASA, . An individual, firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed19ce905ebc564bb2b0e128043bd5cef4.pdf?sfvrsn=f992884f_1D4-10-03-25BSN
with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, and manner specifiedinthemostcurrenteditionoftheDepartment’s Standard Specifications for Road and Bridge, for Road and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA, Counties: BROWARD Road Name:COUNTYWIDE SONOVOID SLAB BRIDGE REHAB - BRIDGE-REPAIR/REHAB Limits, : 243 Total Bridge Length: 0.041Miles Letting Date: 10/03/25 Total Proposal Length: 0.081Miles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/d4-10-03-25bsn.pdf?sfvrsn=43f11a3a_1redline-ebook-compressed
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Manufacturers Association AIA American Institute of Architects AISI American Iron and Steel Institute, Reinforcing Steel Institute EASA Electrical Apparatus Service Association EPA Environmental, work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/redline-ebook-compressed.pdf?sfvrsn=84f3c49f_1E1W50Addendum001
DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 2962, 2024, Road over Lake Dale Branch Bridge Replacement Financial Projects Number(s): 452792-1-52-01, – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 29, 2024 Version, 5 Request for Proposal – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum001.pdf?sfvrsn=fd1f8de9_1E1W50Addendum002
DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, for Proposal – ADDENDUM NO. 21 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 31026, LOW BID DESIGN-BUILD REQUEST FOR PROPOSAL For Hollandtown Road over Lake Dale Branch Bridge, Lake Dale Branch Bridge Replacement January 31, 2024 Version 2023-01c dated 4/11/2023 Page 1 of 43, – ADDENDUM NO. 2 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 31, 2024 Version
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DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, Name Request for Proposal – ADDENDUM NO. 43 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, REQUEST FOR PROPOSAL For Hollandtown Road over Lake Dale Branch Bridge Replacement Financial, NO. 4 Request for Proposal – ADDENDUM NO. 4 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, Rd. over Lake Dale Branch Bridge Replacement March 12, 2024 Version 2023-01c dated 4/11/2023 Page 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum004.pdf?sfvrsn=96b59839_1E8U45BidTabs
OF EXISTING STRUCTURES/BRIDGES 43546115201 BRIDGE 860490 (755.000) SF (LS) 500,505.00000 500,505.00, /BRIDGES 43546115201 BRIDGE 860491 (770.000) SF (LS) 500,505.00000 500,505.00 219,350.00000 219,350.00 300,000.00000 300,000.00 0015 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 43546115201 BRIDGE, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 134,788.000 LB 1.65000 222,400.20 1.66000 223,748.08 1.40000 188,703.20 0065 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE 80,559.000 LB 1.65000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/apr16/e8u45bidtabs.pdf?sfvrsn=3dbb4b12_1E3W23Addendum003
of Oakshore Drive and two new bridges spanning St. Andrews Bay. The project includes bridge replacement, transitions and removal of temporary traffic control markings. SR 30 (US 98) Bridge Replacement of St, three-lane parallel bridges on independent foundations. Each bridge will consist of three 12 ft, bridges, bridge approaches within limits of retaining wall, and eastern portion of the roadway, NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum003.pdf?sfvrsn=c94fe7e7_1E4W70
(*) Federal Aid No: N/A Total Roadway Length: 2.489 Miles Contract Days: 206 Total Bridge Length: 0.000, for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13, - TRAFFIC CONTROL OFFICER HR 36.000 0102- 60- WORK ZONE SIGN ED 8,418.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 4,240.000 0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, 1,562.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 552.000 0102-104- TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4w70.pdf?sfvrsn=cd583da8_1Dev455MP
with permanent steel casing meeting the requirements of, and in accordance, as the load transfer length. Casing - Steel tube introduced during the drilling process in overburden, steel in the drill hole and casing so that the specified minimum grout cover is provided. Coupler, pile, in which the applied load is resisted by steel reinforcement, cement grout and frictional grout, . Reinforcement - The steel component of the micropile that accepts and/or resists applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev455mp.pdf?sfvrsn=8ab1e60d_3DEV455MP (11-29-2023)
. Furnish and install micropiles with permanent steel casing meeting the requirements, or rock. Also known as the load transfer length. Casing - Steel tube introduced during, and position the reinforcing steel in the drill hole and casing so that the specified minimum grout, , cast-in-place composite pile, in which the applied load is resisted by steel reinforcement, and incorporated into the work. Reinforcement - The steel component of the micropile that accepts and/or resists
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev455mp-(11-29-2023).pdf?sfvrsn=d54e703b_1E1W50RFP
For Hollandtown Road over Lake Dale Branch Bridge Replacement Financial Projects Number(s, Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 22, 2024 Version 2023-01c dated, for Proposal E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 22, 2024 Version, : .............................................................................................. 4 3 Request for Proposal E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, A30_Cadd Request for Proposal E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement
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