1272 search results for temporary steel bridge
drainagemanual2025
– Updated reference to FDOT’s Bridge Scour Manual to replace the interim rock/clay scour procedure, and bridges. Use partial duration time series rainfall depth and intensity data for Florida, and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction, sewer outfalls), Section 4.5 (Cross Drains & Bridges), and Section 5.4.1.1 (Stormwater Management, 25-year Canals 25-year Temporary Roadside and Median Ditches or Swales 2-year Temporary Outfalls
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2025.pdf?sfvrsn=8cd9b5d4_82021 BOE Manual
are correctly reflected in the Phase I Estimate: Typical Section(s) Right of Way widths Bridge and Bridge Culvert lengths and widths Curb and/or Sidewalk preliminary lengths Drainage needs, Estimate: Typical Section(s) Right of Way widths Bridge and Bridge Culvert lengths and widths, Design-Build proposals’ pay items: Pay Item Description Unit Qty 0-50-4 Design / Build, Bridge Construction (123456-1-52-01) LS 1 0-50-4 Design / Build, Bridge Construction (123456-1-52-01) LS 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2021-boe-manual.pdf?sfvrsn=d7f6bfb3_1Requalification Schedule & Requirements
Strips 2-Year On-line Requalification 102040 Temporary Barrier, Steel - NCHRP 350 2-Year On-line, , Concrete (for Work Zone Only) - MASH 2-Year On-line Requalification 102065 Temporary Barrier, Steel, On-line Requalification 460012 Steel Railing 2-Year On-line Requalification 460020 Bridge Hanger, Requalification 460017Producer - Steel Bridge (Pedestrian) 2-Year On-line Requalification 460018Producer - Steel Bridge (Vehicular) 2-Year On-line Requalification 460019Producer - Bridge Forgings 2-Year
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/ipl/files/requalification-schedule-requirements.pdf?sfvrsn=8d216c77_16drainagemanual2024
to develop a basic understanding of some of the design standards for cross drains and bridges, Manual (FDM) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard, ), Section 4.5 (Cross Drains & Bridges), and Section 5.4.1.1 (Stormwater Management Facility, Outfalls 25-year Canals 25-year Temporary Roadside and Median Ditches or Swales 2-year Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024.pdf?sfvrsn=8c0bb036_14550503.FHWA
shaft position and alignment. Do not use a temporary casing greatlarger than 12 inches of the shaft diameter of the reinforcing steel cage, plus 24 inches. Fill the oversized temporary casing, in the Plans minus 1 inch. Provide equipment capable of constructing shafts supporting bridges to a depth, to a deeper depth. Provide equipment capable of constructing shafts supporting non-bridge structures, suitability to the site conditions and submit it for approval by the Engineer. Set a suitable temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550503.fhwa.pdf?sfvrsn=af048eff_0D2-03-19-25BSN
Bridge #330009) The Improvements under this Contract consist of Bridge steel repair, steel structural, REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 207.000 0450- 82- BEAM REPAIR LF 624.000 0458- 1- 21, in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, Specifications for Road and Bridge Construction and the Special Provisions for instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/mar19/d2-03-19-25bsn.pdf?sfvrsn=5fe3856d_1DEV102-990SWZ (1-31-23)
otherwise in the Standard Plans. Proprietary temporary concrete, steel, or water filled barrier used must, for the duration of the construction period, including any temporary suspensions of the work. Construct, in the Temporary Traffic Control Plans. MOT includes all facilities, devices and operations as required, * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 971 Temporary Raised Pavement Markers* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 990 Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990swz-(1-31-23).pdf?sfvrsn=7d0f4de1_1Redline eBook7-20
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, . AISI AmericanIron and Steel Institute ANSI American National StandardsInstitute, Inc. AREA, WaterWorks Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a proposal for the proposed work. Bridge. A structure, including supports, erected over a depression, a bridge, where the length between the extreme ends of the openings exceeds 20 feet. Calendar day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/redline-ebook7-20.pdf?sfvrsn=372027a9_6D4-08-02-24BSN
, APPROACH SLABS CY 14.800 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 1,779.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 2,805.000 0458- 1- 11 BRIDGE DECK EXPANSION JOINT, NEW, consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, /cpp-online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/d4-08-02-24bsn.pdf?sfvrsn=72bc9fc6_11-20 eBook_SS_DS
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2020, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Bridge Approach Expansion Joints, ..................................................................................... 510 v 452 Precast Segmental Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/ebook/1-20-ebook_ss_ds.pdf?sfvrsn=febfed70_21-20 eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2020, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Bridge Approach Expansion Joints, ..................................................................................... 510 v 452 Precast Segmental Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/ebook/1-20-ebook.pdf?sfvrsn=e3eca19a_27-08DesignBuildBoilerplate
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI American, International System of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L U, for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length between, components, systems, or installation methods and equipment for specific temporary portions of the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/july-2008/design-build/7-08designbuildboilerplate.pdf?sfvrsn=6cfaad75_0E3W23Addendum007
of temporary traffic control markings. SR 30 (US 98) Bridge Replacement of St. Andrews Bay The existing SR, parallel bridges on independent foundations. Each bridge will consist of two three 11 ft travel lanes 12, . within the limits of the new bridges, bridge approaches within limits of retaining wall, and eastern, NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, County Artificial Reef Information I. Introduction, Demolition of the Existing Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum007.pdf?sfvrsn=f13446f_19600000.origind
remaining in a completed structure, including temporary erection PT left in-place and permanent PT, Tensioned Structures*.........Section 938 Reinforcing Steel (mild, force by bonding prestress steel strand directly to concrete. Embedded anchorages for bars, shall develop at least 96% of PT steel actual ultimate strength when tested in an unbonded state, with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9600000.origind.pdf?sfvrsn=3778ec17_0E3W23Addendum006
) bridge spanning St Andrews Bay shall be replaced with two – two-lane three- lane parallel bridges, of the new bridges, bridge approaches within limits of retaining wall, and eastern portion, NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, , Concept Plans and Design Documentation Dupont Bridge Concept Plans Revised Attachments, General, REQUEST FOR PROPOSAL for SR 30 (US 98) OVER ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum006.pdf?sfvrsn=5e056a6f_1E3W23Addendum008
Drive and two new bridges spanning St. Andrews Bay. The project includes bridge replacement, roadway, pavement marking transitions and removal of temporary traffic control markings. SR 30 (US 98) Bridge, be replaced with two – two-lane three- lane parallel bridges on independent foundations. Each bridge, bridges, bridge approaches within limits of retaining wall, and eastern portion of the roadway, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum008.pdf?sfvrsn=82de8612_1Track the Status of Revisions
No 4580100 Bridge Deck Joints *Associated 9320100 and 9621005 Comments/Responses FHWA Yes 4600101 Structural Steel and Miscellaneous Metals Comments/Responses -- No 4610100 Multirotational Bearings N/C, No 6490202 Galvanized Steel Poles, Mast Arms, And Monotube Assemblies Comments/Responses FHWA, , 9621001, and 9650101 N/C -- No 9620100 Structural Steel and Miscellaneous Metal Items (Other Than Aluminum) Comments/Responses FHWA No 9621001 Structural Steel and Miscellaneous Metal Items (Other
https://www.fdot.gov/specifications/review/specifications-track-the-status-of-revisionsE3W23Addendum005
of the new bridges, bridge approaches within limits of retaining wall, and eastern portion, for SR 30 (US 98) OVER ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects, ) Value Added Bridge Component (DEV475) Road Weather Information System (RWIS) (DEV 688) Duplex Coating for Structural Steel (DEV 564) Permit Applications FDEP ERP – To be provided at a later date, – Bay County Public Utilities Concept Plans and Design Documentation Dupont Bridge Concept Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum005.pdf?sfvrsn=e8e1704f_11-20RedlneBook
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/2020/january-2020/ebook/1-20redlnebook.pdf?sfvrsn=a91c2eae_6DesignBuildSpecificationsjul05
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI American, International System of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L U, for the proposed work. Bridge. Astructure,includingsupports, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, : “ S t a n dard Specifications for Road and Bridge Construction” a bound book, applicable to all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_0