1272 search results for temporary steel bridge
D005011e.do
to bridge traffic railing barrier retrofits on existing bridges. See Structures Index Nos. 771 through 777 for steel posts required to construct traffic railing barrier retrofits on existing bridges, ’, designation ‘W8-5’ shall be placed in advance of bridges with steel decks. (Sheet 2 of 2), ‘GENERAL NOTES, steel deck bridges.” Index No. 17900 (Sheet 1 of 9), General Notes, Note 3 – Note 3 deleted, – Under ‘POSTS’, ‘STEEL’, W 6 x 8.5 added. Under ‘Notes’, the notes are deleted and the following notes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011e.do.pdf?sfvrsn=8090d29f_02022 BOE Manual
during design phases which produces detailed construction cost estimates for roadway and bridge, and bridge projects. Lump Sum: Projects bid as one pay item that represents the detailed scope, Standard Specifications for Road and Bridge Construction or Contract Documentation. Plans, Structures 415 Reinforcing Steel and FRP Bars 425-446 Drainage: Inlets, Manholes, Junction Boxes, Structures Foundations: Piling, Drilled Shafts 470 Timber Structures 508-510 Movable Bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2022-boe-manual.pdf?sfvrsn=81dd48d_1Section111-102714 7-15
/National Steel Bridge Alliance (AASHTO/NSBA) Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA, and/or amended below: American Association of State Highway Transportation Officials/National Steel Bridge Alliance (AASHTO/NSBA) Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA Guide, single project or any one QAI to multiple projects) are as described in the AASHTO/NSBA Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA Guide Specification, S 4.1 (AASHTO SBFQC-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/july-2015/materials-manual/section111-102714-7-15.pdf?sfvrsn=8370167_1Section111-102714
/National Steel Bridge Alliance (AASHTO/NSBA) Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA, Steel Bridge Alliance (AASHTO/NSBA) Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA, ) are as described in the AASHTO/NSBA Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA, /NSBA Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA Guide Specification, S 4.1 (AASHTO, Item (QA Item No. Reference: AASHTO/NSBA Steel Bridge Collaboration, Steel Bridge Fabrication QC/QA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section111-102714.pdf?sfvrsn=813e6eaa_12023 BOE Manual
uses historical bid data from prior projects. Bridge Culvert: Box culvert measuring more than 20 feet, which produces detailed construction cost estimates for roadway and bridge projects. Designer, for roadway and bridge projects. Lump Sum: Projects bid as one pay item that represents the detailed, with the FDOT Standard Specifications for Road and Bridge Construction or Contract Documentation. Plans, 350-353 Concrete Pavement 400 Concrete Structures 415 Reinforcing Steel and FRP Bars 425-446
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-boe-manual.pdf?sfvrsn=3244e10b_1Design Standards 2004
1-3 of 3 002.pdf Standard Symbols * EROSION CONTROL AND WATER QUALITY * 100 1 of 1 100.pdf Temporary, Temporary Erosion And Sediment Control 103 1 of 1 103.pdf Turbidity Barriers 104 1-2 of 2 104.pdf, Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1-3 of 3 307.pdf, 402s1-13of26.pdf Guardrail Transitions And Connections For Existing Bridges 14-26 of 26 402s14-26of26.pdf Guardrail Transitions And Connections For Existing Bridges 410 1-11 of 22 410s1-11of22.pdf Concrete Barrier
https://www.fdot.gov/roadway/ds/04/stds.shtm102-100
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER, ) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier or crash cushions is not permitted, most Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor abutting segments of temporary barrier terminated with a Crash Cushion as shown in Index 102-110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-100.pdf?sfvrsn=4de1b7ae_2SS4620000
reinforcement. Both temporary and permanent post- tensioning shall comply with the requirements of this Section. Furnish all components of a post- tensioning system, including steel pipes, from a single supplier. Prestressing steel and local zone reinforcement can be obtained from any supplier. Install prestressing steel, which may be strands or bars, through ducts in the concrete. Stress, scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design Standard Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4620000.pdf?sfvrsn=46d4ba9f_0E3U67Addenda001
OF VESSELS OR BARGES THAT WILL BE USED • PROPOSED CHANGES TO TEMPORARY BRIDGE CLEARANCES (IF ANY, system for SR 8 (I-10) over Apalachicola River, Bridge Nos. 500086 & 500087 in Gadsden County. BIDS, N A GOVERNING STANDARD SPECIFICATIONS: GOVERNING STANDARD PLANS: EXISTING BRIDGE PLANS BRIDGE NOS. 500086 AND 500087 SR 8 (I-10) OVER APALACHICOLA RIVER AND 500087 BEGIN BRIDGE 500086 BEGIN PROJECT BX1-32 BX1-1 TO MP 0.000 END BRIDGE 500086 END PROJECT MP 1.155 MP 1.037 END BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jun13/e3u67addenda001.pdf?sfvrsn=7ef5fda1_12024FDM907RFPConceptPlans
and detention ponds, pond number and area size Bridges and bridge culverts with begin & end stations, or standard cast-in-place walls are proposed. 2) Control drawings for critical temporary walls. Bridge, R/W lines Begin & end stations for the project Begin & end bridge stations Proposed drainage, Begin & end bridge stations Highwater elevation Final profile grades and vertical curve data, names and R/W lines Begin & end of project stations Begin & end of bridges stations Drainage areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm907rfpconceptplans.pdf?sfvrsn=bfe61586_12025FDM907RFPConceptPlans
and area size Bridges and bridge culverts with begin & end stations Flood Data Summary, are proposed 2) Control drawings for critical temporary walls Bridge Hydraulics Recommendation Sheet Report, & end of project stations Begin & end of bridges stations Drainage areas and flow directions, Begin & end bridge stations Proposed drainage structures with pipes Proposed R/W lines Proposed, ground line Begin & end project stations Begin & end bridge stations Highwater elevations Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm907rfpconceptplans.pdf?sfvrsn=67840879_1E3X08
Letting: 03240711 Call Order: 002 Proposal: E3X08 District:03 Counties: WALTON Road Name: - BRIDGE, Length: 1.437 Miles Contract Days: 225 Total Bridge Length: 1.427 Miles Letting Date: 07/11/24 Total, Choctawhatchee Bay Bridge No. 600108 bridge deck cleaning & sealing and fender system H Pile, 0561- 1- COATING EXISTING STRUCTURAL STEEL (45103115201) LS 1.000 Section 0002 Roadway 0101- 1, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 239.000 0102-150- 1 PORTABLE REGULATORY, SIGN ED 450.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x08.pdf?sfvrsn=97735f0c_1E4X82
AT BOYNTON INLET - BRIDGE - PAINTING Limits: 93060000 Project(s): 44925615201(*) Federal Aid No: N/A Total Roadway Length: 0.025 Miles Contract Days: 125 Total Bridge Length: 0.025 Miles Letting Date, this Contract consist of full removal and replacement of the existing structural steel coating system, cleaning and coating of Class-V Finish to concrete surfaces, bridge deck epoxy overlay and concrete spall repairs on SR-A1A over Boynton Inlet Bridge No. 930061 in Palm Beach County. •BUSINESS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jul11/e4x82.pdf?sfvrsn=87f685e3_1D2-05-21-25BSN-30Day
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 REINFORCING STEEL- APPROACH SLABS LB 23,266.000, OF EXISTING STRUCTURES/BRIDGES (43427615201) LS 1.000 0400- 2- 5 CONCRETE CLASS II, BRIDGE, 237.100 0400-148- PLAIN NEOPRENE BEARING PADS CF 42.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 284,808.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 24,273.000 0415- 1- 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn-30day.pdf?sfvrsn=abb40a87_1SS1050000
or at the preconstruction meeting. These items include, but are not limited to steel bridge components, overhead cantilevered sign supports with cantilevered arms exceeding 41 feet, moveable bridge, /NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide Specification, including, ), earthwork, cementitious materials, timber, steel and miscellaneous metals, galvanized metal products, approval of the QC Plan. Steel a n d M i s c e l l a n e o u s M e t a l p r o d u c t s , i n c l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000.pdf?sfvrsn=6f872859_0SS1050000
or at the preconstruction meeting. These items include, but are not limited to steel bridge components, overhead cantilevered sign supports with cantilevered arms exceeding 41 feet, moveable bridge, /NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide Specification, including, ), earthwork, cementitious materials, timber, steel and miscellaneous metals, galvanized metal products, approval of the QC Plan. Steel a n d M i s c e l l a n e o u s M e t a l p r o d u c t s , i n c l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000ae34a485973240d19782e02593fc0a30.pdf?sfvrsn=6e5dd0e4_0Design Standards 2010 Interim
GUARDRAIL TRANSITIONS AND CONNECTIONS FOR EXISTING BRIDGES – Dated 01/01/10: Added note for bridge name, BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL) - Dated 01/01/11: Changed railing to match Index No. 852, dimension "H" to Bar TYPE 25. "<view IDS> 21 600 1 of 7 21600.pdf TEMPORARY DETOUR BRIDGE GENERAL NOTES, linetypes and changed “Silt Fence” to “Sediment Barrier”. 100 1 of 1 TEMPORARY SLOPE DRAIN AND SOD, 102 1-3 of 3 102.pdf TEMPORARY EROSION AND SEDIMENT CONTROL – Dated 01/01/10: Sheet 1; modified
https://www.fdot.gov/roadway/ds/10/istds.shtm19-10-Bostian-D4MajorProjectsUpdates
17 18 6/30/2025 10 19 Te m p o r a r y Channel 20 No room for temporary bridge Construction, Improvements PROPOSED TWIN BRIDGES OVER MIAMI RIVER 2’ 8” 10’3” 10’3” CL Track 1 (West Bridge) 6’9, (East Bridge) EXISTING PROPOSED Both bridges have same dimensions 85 Standard, Bridge Replacement Project from CR A1A to CR 707 Michael Sileno, PE - H&H Bing Wang, PE - FDOT 1, Public Involvement • Detour • Bridge Aesthetics Engineering • Bascule Span Innovations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-10-bostian-d4majorprojectsupdates.pdf?sfvrsn=6e5d9525_12026 FDM Summary of Revisions
Section 266.4.4 to include: "Prefabricated steel truss bridges must adhere to the details shown, Profile Barrier). Do not specify the type of Temporary Barrier (i.e., concrete, steel, or water, weight deflectometer" to reflect current practice. 702 121 - Bridge Project Development Reflects, to hazards. 703 260 - Bridge Structures 260.8 Changed 1-ft vertical clearance above the 100-year wave, are not required for bridge widenings. 704 906 - Bridge Hydraulic Recommendations Sheet 906.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026-fdm-summary-of-revisions.pdf?sfvrsn=22255b7e_3Design Update Training
and Bridge Construction Alternative Intersections Roundabouts & Diverging Diamonds Lighting Roadway Lighting Color Temperature by Context Temporary Traffic Controls Updates, changes for the FY 2025-26 Standard Plans for Road and Bridge Construction PDF YouTube, 2024-25 Standard Plans for Road and Bridge Construction PDF, changes for the FY 2023-24 Standard Plans for Road and Bridge Construction
https://www.fdot.gov/roadway/training/trainweb.shtm