1272 search results for temporary steel bridge
RGeneralConstructionOpertaionse
/ DISTANCE SETBACK 2' Min. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: Lateral, Pavement or Flexible or Rigid Barrier Unit Barrier Delineators TEMPORARY BARRIER 11/01/20 102-100 1, a r 2 ' - 0 " 11/01/20 TEMPORARY BARRIER 102-100 2 4 Crash Cushion SYMBOL: Direction, " C l e a r 11/01/20 TEMPORARY BARRIER 102-100 3 4 SYMBOL: Direction of Traffic DEPARTURE, Lateral Offset Temporary Barrier Edge Line Shoulder Line Edge Line Shoulder Line 6" White
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rgeneralconstructionopertaionse.pdf?sfvrsn=b14743da_1DrainageManual2023
must be evaluated for all bridges including MOT phases. The Bridge Development Report (BDR) must, of the design standards for cross drains and bridges. Use statistical rainfall depth data, ) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard Specifications, , and Interceptor Ditches or Swales 10-year Outfalls 25-year Canals 25-year Temporary Roadside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2023.pdf?sfvrsn=3d89a048_7D3-07-10-25BSN
OF EXISTING STRUCTURES/BRIDGES (45276015201) LS 1.000 0400- 7- 1 BRIDGE DECK GROOVING SY 134.000 0400-148, SURFACES - PENETRANT SEALER OR METHACRYLATES SF 1,201.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, 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 to do, , Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/d3-07-10-25bsn.pdf?sfvrsn=482800ef_14520200.FHWA
Bridge Construction. Dear Mr. Nguyen: We are submitting, for your approval, two copies of the above, All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 4-12-168-30-16) ARTICLE 452-2 is deleted, . 452-5.3 Reinforcing Steel: Use ASTM A615, Grade 60 reinforcing steel which meets the requirements of Section 415. When welding reinforcing steel, meet the requirements of the American Welding, grillages. Field welding of reinforcing steel is not allowed. 452-5.4 Post-Tensioning Systems: Use post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/4520200.fhwa.pdf?sfvrsn=713bf88c_0DesignBuildSpecifications.JulDec
Institute of Architects. AISI American Iron and Steel Institute ANSI American National Standards, a Design-Build Firm submitting a proposal for the proposed work. Bridge. Astructure, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet [6, and Bridge Construction” a bound book, applicable to all Department Contracts containing adopted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/july-2006/design-build/designbuildspecifications.juldec.pdf?sfvrsn=8d6ff7e1_0SS4520000
) PAGE490.ThefollowingnewSectionisaddedafterSection451: PRECASTSEGMENTAL BRIDGE CONSTRUCTION d/or ith the design, dimensions and details shown, foundation, to the established lines and grades, in accordance w thtion. Reinforcing steel, 4ualificationRequirementsforSuper 452-3Definitions. Thefollowing definitions apply to segmental bridge, a bulkhead at one end and a previously cast segment cast between the bulkhead and another, temporary, the advancing cantilever between bination of the theoretical bridge geometrical profile grade, alignment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4520000.pdf?sfvrsn=2fd15b09_04520200.impl
452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 8-30-16) (FA 10-25-16) (7-17) ARTICLE 452-2, for silica sand for use in concrete for Precast Superstructure Segments. 452-5.3 Reinforcing Steel: Use ASTM A615, Grade 60 reinforcing steel which meets the requirements of Section 415. When welding reinforcing steel, meet the requirements of the American Welding Society’s Structural Welding Code, steel is not allowed. 452-5.4 Post-Tensioning Systems: Use post-tensioning hardware components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4520200.impl.pdf?sfvrsn=e0c7fa6e_0450-010
. Clear cover to adjacent steel reinforcing is 1”or greater A. The superstructure environmental, in accordance with Specification Section 450. 13. Holes in the beam web for temporary bracing, , 3D2, 4M1 and 4M2 as shown on the Bending Skewed Beam End Details for Widening Existing Bridges. bars are not included in the “BILL OF REINFORCING STEEL”. For placement locations see minimum cover, End of SKEWED BEAM END DETAILS FOR WIDENING EXISTING BRIDGES (size varies) Strand Prestressing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-010.pdf?sfvrsn=d3d864de_1450-010
cover to adjacent steel reinforcing is 1”or greater A. The superstructure environmental, in accordance with Specification Section 450. 13. Holes in the beam web for temporary bracing or shipping, , 3D2, 4M1 and 4M2 as shown on the Bending Skewed Beam End Details for Widening Existing Bridges. bars are not included in the “BILL OF REINFORCING STEEL”. For placement locations see minimum cover, End of SKEWED BEAM END DETAILS FOR WIDENING EXISTING BRIDGES (size varies) Strand Prestressing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-010.pdf?sfvrsn=19543b18_1E6P76
(*) Federal Aid No: N/A Total Roadway Length: 0.314 Miles Contract Days: 180 Total Bridge Length: 0.000, / ADVANCE WARNING ARROW PANEL ED 360.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 776.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 180.000 0102-107- 1 TEMPORARY, 0649- 21- 6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 2.000 0649- 21- 10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 1.000 0649- 26- 3 STEEL MAST ARM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p76.pdf?sfvrsn=35733894_14550103DB.FHWA2
and planned dowel splices are instrumented during driving; the limitation that temporary casing diameter cannot be 24” greater than the diameter of the reinforcing steel cage applies to both bridges and miscellaneous structures; and, temporary casing is to be removed after concrete is placed for the dry, steel cage, plus 24 inches. Fill the oversized temporary casing with drilled shaft concrete, . Do not use a temporary casing greater than the diameter of the reinforcing steel cage, plus 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103db.fhwa2.pdf?sfvrsn=e9cc5880_0Chapter5s7Redline
of Federal Regulations (CFR)CFR, and Section 6, Standard Specifications for Road and Bridge Construction, 6-5.2,Specifications Section 6-5.2 requires the Contractor to use domestically sourced structural steel, and iron, . Temporary devices, equipment, and other items removed at or before the completion of the project are exempt. Temporary items determined to be left in place are not exempt and must be domestically, exempt.all steel and iron materials incorporated into the finished work and do not pertain to items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s7redline.pdf?sfvrsn=4cb61a6b_35210000.origind
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert structures, and the Design Standards. 521-3 Use of Precast Temporary Barrier Wall. 521-3.1 General: Meet the requirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use precast temporary barrier wall when certification is provided to the Engineer that the precast temporary barrier wall was constructed in accordance with and meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5210000.origind.pdf?sfvrsn=2ea72056_05210000.origind
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert, . 521-3 Use of Precast Temporary Barrier Wall. 521-3.1 General: Meet the requirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use precast temporary barrier wall when certification is provided to the Engineer that the precast temporary barrier wall was constructed in accordance with and meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5210000.origind.pdf?sfvrsn=749d7831_0D3-04-10-25BSN
STEEL- BRIDGE SUBSTRUCTURE LB 221.000 0457- 2-231 CATHODIC PROTECTION INTEGRAL PILE JACKET, of traffic plans, and any other details required to repair and rehabilitate SR 4 bridges (Bridge, 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, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_15480000.origind
of problems with MSE walls supporting spread footing bridge abutments similar to problems observed, material in the proximity of bridge abutments on spread footings; clarify compaction requirements for the select backfill in the proximity of bridge abutments on spread footings; provide for coarse, to all jobs, but will effect only walls with bridge abutments on spread footings and walls bordering, footing bridge abutments similar to problems observed and repaired in other MSE walls. To provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5480000.origind.pdf?sfvrsn=2c33f3ea_05480000.origind
of problems with MSE walls supporting spread footing bridge abutments similar to problems observed, material in the proximity of bridge abutments on spread footings; clarify compaction requirements for the select backfill in the proximity of bridge abutments on spread footings; provide for coarse, to all jobs, but will effect only walls with bridge abutments on spread footings and walls bordering, footing bridge abutments similar to problems observed and repaired in other MSE walls. To provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/5480000.origind.pdf?sfvrsn=8443c4f6_0fdot-bed70-rpt
finite element (FE) models to evaluate effectiveness of three strengthening methods for bridge piers, . Key Word Vehicle collision Bridge pier Pier strengthening Finite element analysis 18, to the AASHTO LRFD Bridge Design Specifications (AASHTO LRFD), vehicle collision into a pier, that the bridge piers to be designed for an equivalent static force of 600 kips, which is assumed to act, of 4 ft above ground was not conservative for design. However, many bridges were built prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed70-rpt.pdf?sfvrsn=3298d355_1Design Build Boilderplate7-21
Institute of Architects. AISI American Iron and Steel Institute ANSI American National Standards, AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute EASA, ” is also deemed to include a Design-Build Firm submitting a proposal for the proposed work. Bridge, of end supports. A multiple-span box culvert is considered a bridge, where the length between, structure not classified as a bridge that provides an opening under the roadway. Delay. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/design-build-boilderplate7-21.pdf?sfvrsn=c9a57b1d_2Design Build 1-22
American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American, Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a Design-Build Firm 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, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/design-build-1-22.pdf?sfvrsn=85d1ff96_3