1272 search results for temporary steel bridge
SS1050000
set forth in the latest version of AASHTO/NSBA Steel Bridge Collaboration S 4.1, Steel Bridge, : Ensure field technicians responsible for the quality of concrete being placed on major bridge projects, is a registered professional engineer with five years of bridge construction experience. Ensure, Engineer is a registered Professional Engineer with five years of bridge construction experience, -New Construction: Ensure the Project Superintendent/Manager has a minimum of ten years of bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss10500008d801886206c48cead63566fbbb503bc.pdf?sfvrsn=9a6b1439_0TP-05-21-24BSN
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 38,288.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE, 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, /contracts/cpp-online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge, Length: 1.045 Miles Contract Days: 280 Total Bridge Length: 0.045 Miles Letting Date: 05/21/24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may21/tp-05-21-24bsn.pdf?sfvrsn=1798dbf0_1E21M1
CONCRETE SURFACES - PENETRANT SEALER OR METHACRYLATES SF 1,823.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, Aid No: N/A Total Roadway Length: 0.080 Miles Contract Days: 330 Total Bridge Length: 0.099 Miles, , scour repairs, concrete repairs, and other incidental construction on SR 228 (Hart Bridge, WARNING ARROW PANEL ED 200.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 356.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21m1.pdf?sfvrsn=bcef5340_1450-120
such as PVC, C. Hole inside diameter is 2” maximum B. Clear cover to adjacent steel reinforcing is 1, . Holes in the beam web for temporary bracing or shipping devices must be formed prior to casting, , and 5Z as shown on Sheet 4; 10. Contractor Options: FOR WIDENING EXISTING BRIDGES” (Sheet 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-120.pdf?sfvrsn=2af277ea_1450-120
such as PVC, C. Hole inside diameter is 2” maximum B. Clear cover to adjacent steel reinforcing is 1, . Holes in the beam web for temporary bracing or shipping devices must be formed prior to casting, , and 5Z as shown on Sheet 4; 10. Contractor Options: FOR WIDENING EXISTING BRIDGES” (Sheet 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-120.pdf?sfvrsn=32942692_12023 EQ Report Examples
temporary asphalt applications. 19. Summary of Box Culverts 400s: Box Culverts, Reinforcing Steel, 2 Summary of Lump Sum Items 3 Summary of Temporary Traffic Control Plan Items 4 Summary of Special Detours 5 Summary of Temporary Highway Lighting 6 Summary of Temporary Driveways 7 Summary of Pedestrian Longitudinal Channelizing Devices 8 Summary of Temporary Crash Cushions 9 Summary of Temporary Signalization & Detection 10 Summary of Erosion and Sediment Control Devices 11 Summary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-eq-report-examples.pdf?sfvrsn=e7c806f6_12024 EQ Report Examples
) 1 Summary of General Items 2 Summary of Lump Sum Items 3 Summary of Temporary Traffic Control Plan Items 4 Summary of Special Detours 5 Summary of Temporary Highway Lighting 6 Summary of Temporary Driveways 7 Summary of Pedestrian Longitudinal Channelizing Devices 8 Summary of Temporary Crash Cushions 9 Summary of Temporary Signalization & Detection 10 Summary of Erosion and Sediment, , such as Special Detour or Maintenance of Traffic- LS; use the Summary of Temporary Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2024-eq-report-examples.pdf?sfvrsn=66c2d432_1SPI-450-450
. FSBs of different depths may be used in different spans of the same bridge. FSBs vary in width from 4'-0" to 5'-0" in 1- inch increments. For a given bridge or multiple similar bridges on a given, and Long Bridges. A single mat of reinforcing steel consisting of longitudinal #5 bars at 9" centers, FY 2024-25 1 Index 450-450 Series Florida Slab Beams Design Criteria AASHTO LRFD Bridge Design, and 924. For design purposes, the C-I-P topping must be a minimum of 6" thick for Short Bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-450.pdf?sfvrsn=98ab1b01_1SPI-450-450e
. FSBs of different depths may be used in different spans of the same bridge. FSBs vary in width from 4'-0" to 5'-0" in 1- inch increments. For a given bridge or multiple similar bridges on a given, and Long Bridges. A single mat of reinforcing steel consisting of longitudinal #5 bars at 9" centers, FY 2024-25 1 Index 450-450 Series Florida Slab Beams Design Criteria AASHTO LRFD Bridge Design, and 924. For design purposes, the C-I-P topping must be a minimum of 6" thick for Short Bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-450e.pdf?sfvrsn=3a8acd4a_1SPI-450-450
. FSBs of different depths may be used in different spans of the same bridge. FSBs vary in width from 4'-0" to 5'-0" in 1- inch increments. For a given bridge or multiple similar bridges on a given, and Long Bridges. A single mat of reinforcing steel consisting of longitudinal #5 bars at 9" centers, FY 2025-26 1 Index 450-450 Series Florida Slab Beams Design Criteria AASHTO LRFD Bridge Design, and 924. For design purposes, the C-I-P topping must be a minimum of 6" thick for Short Bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-450.pdf?sfvrsn=236c0759_1TP-03-12-24BSN
(43366315201 BRIDGE ID 750962) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43366315201, - 1- 1 REINFORCING STEEL- ROADWAY LB 83,753.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 477,166.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 169,931.000 Page 3 Bid, 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 93,838.000 0455-143- 3 TEST PILES-PRESTRESSED, consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/tp-03-12-24bsn.pdf?sfvrsn=80cbae97_1SS4620000
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 can be obtained from any supplier. Installprestressingsteel,whichmay be strands or bars, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, states provided by the original design. (5)Stressesintheconcrete and prestressing steel at all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000185b11357f00416db7e168cc1abe7b4c.pdf?sfvrsn=7899efc6_0SS4620000
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 can be obtained from any supplier. Installprestressingsteel,whichmay be strands or bars, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, states provided by the original design. (5)Stressesintheconcrete and prestressing steel at all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000.pdf?sfvrsn=c78cdfd2_0SS4620000
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 can be obtained from any supplier. Installprestressingsteel,whichmay be strands or bars, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, states provided by the original design. (5)Stressesintheconcrete and prestressing steel at all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4620000.pdf?sfvrsn=a2a25521_0444008-4 Phase IIR Comments
on the 48 bridges within the project limits are only 6' wide. If the inside bridge shoulders, is not applicable for both bridges. However, only Bridge 030214 has joint repairs. Therefore, either, for both bridges. However, only Bridge 030217 has joint repairs. Therefore, either place a note, and other Wildlife Regulations of the FDOT Standard Specifications for Road and Bridge Construction, will be required to adhere to the FDOT Standard Specifications for Road and Bridge Construction manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4-phase-iir-comments.pdf?sfvrsn=67859a8f_1700-012
Centroid Bridge Deck (See General Note 6) (See General Note 7) Traffic Railing 0" (Min.) End Plate Schedule 40 Steel Pipe) Support Post (5" NPS Aluminum Pipe) Schedule 40 Sign Post (5" NPS, U-Bolts, Nuts and Plate Washer C. Aluminum Pipe: ASTM B429 Alloy 6061-T6 B. Steel Pipe (Support Post): ASTM A501 Schedule 40 A. Steel Plate: ASTM A36 or ASTM A709 Grade 36 8. Materials: 7, are similar. 6. Bridge deck shown. Approach slabs, junction slabs, and b. Epoxy coating 1/16” thick
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-012.pdf?sfvrsn=ae9d126b_2700-012
Sign Centroid Bridge Deck (See General Note 6) (See General Note 7) Traffic Railing 0" (Min.) End Plate Schedule 40 Steel Pipe) Support Post (5" NPS Aluminum Pipe) Schedule 40 Sign Post (5, . Galvanized U-Bolts, Nuts and Plate Washer C. Aluminum Pipe: ASTM B429 Alloy 6061-T6 B. Steel Pipe (Support Post): ASTM A501 Schedule 40 A. Steel Plate: ASTM A36 or ASTM A709 Grade 36 8. Materials: 7, are similar. 6. Bridge deck shown. Approach slabs, junction slabs, and b. Epoxy coating 1/16” thick
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-012.pdf?sfvrsn=c3b9400d_1All CEOPs
Development 18 The default condition for new steel bridges is uncoated weathering steel where site, on bridges, retaining walls or limited access facilities unless they are approved by the Chief Engineer, #625-000-002 FDOT Design Manual 121 - Bridge Project Development 1 121 Bridge Project Development 121.1, ) • The Standard Plans (Topic No. 625-010-003) • The AASHTO-LRFD Bridge Design Specifications, by the Department Structural designs for repair or rehabilitation of bridges are generally developed under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/all-ceops.pdf?sfvrsn=40790aec_1E21B5Addenda003
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 43,905.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, 3.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF 300.000 0458- 1- 11 BRIDGE DECK EXPANSION, , drainage improvements, curb & gutters, highway signing, guardrail, lighting, bridges, MSE Walls, of the Standard Specifications for Road and Bridge Construction, or as amended by the project, 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/d2/lettings/2025/may21/e21b5addenda003.pdf?sfvrsn=cf9eb983_12024 BOE Manual
from prior projects. Bridge Culvert: Box culvert measuring more than 20 feet in length, regardless, which produces detailed construction cost estimates for roadway and bridge projects. Designer, construction cost estimates for roadway and bridge projects. Lump Sum: Projects bid as one pay item, for Road and Bridge Construction or Contract Documentation. Plans, Specifications, and Estimate (PS&E, Concrete Structures 415 Reinforcing Steel and FRP Bars 425-446 Drainage: Inlets, Manholes, Junction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2024-boe-manual.pdf?sfvrsn=95ad35c8_1