1272 search results for temporary steel bridge
E8V71
Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (45208015201 BRIDGE ID 754192) LS 1.000, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 177,302.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, 6.000 0455-144- 8 TEST PILES - STEEL, HP 14 x 117 LF 495.000 0458- 1- 12 BRIDGE DECK EXPANSION JOINT, 470.000 0560- 1-101 COATING NEW STRUCTURAL STEEL- HIGH PERFORMANCE COATING SYSTEM (45208015201 BRIDGE, - 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 20,448.000 0515- 1- 2 PIPE HANDRAIL - GUIDERAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v71.pdf?sfvrsn=ad0fd896_12007Book
i FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, Specifications for Road and Bridge Construction, 2007, are hereby approved for application on highway, ........................................................................... 107 103 Temporary Work Structures, Pavement............................... 354 370 Bridge Approach Expansion Joints, ................................................. 399 415 Reinforcing Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/ebook/2007book.pdf?sfvrsn=f0438065_01020602int
to start returning temporary bridge components. Provide summary and resolution of any outstanding, . The skid resistance of open steel grid decking on the detour bridge may decrease gradually after, : Clean up and correct some language. Deletion of mention of single lane temporary bridging. Increase on the number of days Contractor has to return temporary bridging once it is no longer needed, temporary bridging. Justification: The Department does not have and does not issue single lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1020602int.pdf?sfvrsn=6edd709d_1E8V71-05-30-25
Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (45208015201 BRIDGE ID 754192) LS 1.000, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 177,302.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, 6.000 0455-144- 8 TEST PILES - STEEL, HP 14 x 117 LF 495.000 0458- 1- 12 BRIDGE DECK EXPANSION JOINT, STEEL - NEW/WIDENING, WEATHERING (45208015201 BRIDGE ID 754192) LS 1.000 0521- 5- 4 CONCRETE TRAFFIC, 470.000 0560- 1-101 COATING NEW STRUCTURAL STEEL- HIGH PERFORMANCE COATING SYSTEM (45208015201 BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/e8v71-05-30-25.pdf?sfvrsn=2f72334_1DB - Prescoping questions CLEAN 4-25-2025
and Bridge Widenings. Provide environmental classifications for all new bridges and bridge widenings, zone and bridges near boat ramps or beach access. Where bridge superstructure components are located, requirements in the RFP. S.10Do any of the new bridges, existing bridge to remain, or bridges, . S.40For existing bridges to be widened, rehabilitated, or otherwise modified, request the entire bridge, I-girder bridges to be widened within the project limits? If so, analyze each existing steel I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbrules/db---prescoping-questions-1-31-2024-clean.docx?sfvrsn=5d1c3a29_20050104-722origind
Originator Reviewer Construction Equipment Placed on Existing Bridges Originator Reviewer Bridge, , temporary operating systems for movable bridges etc. Originator Reviewer Retaining Wall Systems, Steel Fabrication Drawings Originator Reviewer Steel Erection Plan Originator Reviewer Geometry, Excluding Standard Piles and Sheet Piles Originator Reviewer Temporary Works Affecting Public, and disposition stamp by Design EOR Demolition Plans of Bridges with Continuous Beams or Girders Where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/0050104-722origind.pdf?sfvrsn=7e29b923_2E3X76
CHOCTAWHATCHEE RIVER - BRIDGE-REPAIR Limits: 60030000 Project(s): 44546615201(*) Federal Aid No: N/A Total Roadway Length: 0.612 Miles Contract Days: 245 Total Bridge Length: 0.612 Miles Letting Date, the full advertisement Description: The Improvements under this District Contract consist of bridge repair on SR 20 over Choctawhatchee River, bridge number 600105, in Walton County. 445466-1-52-01, CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 57.000 0411- 1- EPOXY MATERIAL FOR CRACK INJECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/e3x76.pdf?sfvrsn=21b5ee88_12024 03 Steel Industry Update - Bridge Collapse May Impact Supply Chain
2024 03 Steel Industry Update - Bridge Collapse May Impact Supply Chain, 3/29/2024 Page 1 of 2 March 2024: Bridge Collapse May Impact Supply Chain Fabricators report slight prices decreases for structural steel and guardrail in February 2024. Small increases, , but slightly decreased for structural steel. Production increased by 8% in February for guardrail, nationally for hot-rolled band, cold-rolled coil and steel plate over the past month. FDOT may feel impacts from the collapse of the Francis Scott Key Bridge in Baltimore due to the closing of the Port
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/factsheets/2024-03-steel-industry-update---bridge-collapse-may-impact-supply-chain.pdf?sfvrsn=e335e2bd_1E55F7BidTabs
of Bridges #700072 and 700201 and pedestrian safety upgrades to the bridge access consisting, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 256.000 LB 10.00000 2,560.00 7.00000 1,792.00 6.00000 1,536.00 0030 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE 1,026.000 LB 10.00000, SUBSTRUCTURE 10.000 CY 6,162.00000 61,620.00 0025 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 256.000 LB 557.34000 142,679.04 0030 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/may06/e55f7bidtabs.pdf?sfvrsn=4e4a9ecb_1102-230IntReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL PIPE PILE FOUNDATIONS Summary of the changes, 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 07/01/15 1 3 102-230, LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE, BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 3 3 102-230 7 " Ƅ " R " Ɓ ƀ " 3 Ɓ 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230intreviewpkg.pdf?sfvrsn=59ed9d02_1102-230IndReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL PIPE PILE FOUNDATIONS Summary of the changes, 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 07/01/15 1 3 102-230, LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE, BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 3 3 102-230 7 " Ƅ " R " Ɓ ƀ " 3 Ɓ 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230indreviewpkg.pdf?sfvrsn=53e65d50_1102-230FHWAReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL PIPE PILE FOUNDATIONS Summary of the changes, 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 07/01/15 1 3 102-230, LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE, BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 3 3 102-230 7 " Ƅ " R " Ɓ ƀ " 3 Ɓ 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230fhwareviewpkg.pdf?sfvrsn=878f6c76_1102-230FHWA-Approved
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL PIPE PILE FOUNDATIONS Summary of the changes, 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 07/01/15 1 3 102-230, of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE, SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 3 3 102-230 7, of STANDARD PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE PILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230fhwa-approved.pdf?sfvrsn=834cb4a6_11100601FHWA
of the Department or are to be salvaged for use in temporary bridges, avoid damage to such materials, for use in temporary bridges, avoid damage to such materials, and entirely remove all bolts, nails, etc, 110-6.1 is deleted and the following substituted: 110-6 Removal of Existing Bridges. 110-6.1 General: The work under this Article includes bridges, as defined in 1-3. Remove and dispose of the materials from existing bridges. Remove: 1. those bridges and approach slabs, or portions of bridges, shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1100601fhwa.pdf?sfvrsn=4e2ab41a_10050104-122origind
continuous superstructures with spans over 150 feet. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including pedestrian steel, Temporary Works Affecting Public Safety2 Originator Reviewer Demolition Plans of Bridges, details, handrails, temporary operating systems for movable bridges etc. Originator Reviewer, Guide Design Specifications for Bridge Temporary Works, the AASHTO Construction Handbook
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0050104-122origind.pdf?sfvrsn=19b5d5f5_2E8V33-02-13-25
(40614385201 BRIDGE ID 930566) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 931018) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID, 1,068,135.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 927,133.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,032,187.000 Page 6 Bid Solicitation Notice - Proposal Item, (*) Federal Aid No: N/A Total Roadway Length: 6.200 Miles Contract Days: 1463 Total Bridge Length: 0.829
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/e8v33-02-13-25.pdf?sfvrsn=3dce8585_1Design Standards eBook 2014
IDS-21300 DGN-21300 TEMPORARY DETOUR BRIDGES 21600 Temporary Detour Bridge General Notes and Details IDS-21600 CEL-21600 DGN-21600 21610 Temporary Detour Bridge Details -Timber Pile Foundations DGN-21610 21620 Temporary Detour Bridge Details -Steel H Pile Foundations DGN-21620 21630 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN-21630 21640 Temporary Detour Bridge Thrie, Bridge Approach Expansion Joint - Concrete Pavement 307 Miscellaneous Utility Details
https://www.fdot.gov/roadway/ds/14/stds.shtmDesign Standards eBook 2015
Bending Details IDS-21300 DGN-21300 TEMPORARY DETOUR BRIDGES 21600 Temporary Detour Bridge General Notes and Details IDS-21600 CEL-21600 DGN-21600 21610 Temporary Detour Bridge Details -Timber Pile Foundations DGN-21610 21620 Temporary Detour Bridge Details -Steel H Pile Foundations DGN-21620 21630 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN-21630 21640 Temporary, and Sidewalk Curb Ramps IDS-304 305 Concrete Pavement Joints 306 Bridge Approach Expansion Joint
https://www.fdot.gov/roadway/ds/15/stds.shtmE21M3BidTabs
Bridge #330009) The Improvements under this Contract consist of Bridge steel repair, steel, is bid as Lump Sum 0001 Structures SECTION: 0035 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE, STEEL- BRIDGE SUBSTRUCTURE 207.000 LB 10.00000 2,070.00 6.00000 1,242.00 0040 0450 82 BEAM, Percent Of Low Bid Total Bid Rank Vendor Bid Type Bid Status 1 BRIDGE MASTERS CONSTRUCTION, LLC $4,158,216.00 100.00% Responsive Winning bid 2 SOUTHERN ROAD & BRIDGE, LLC $5,265,241.60 126.62
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/mar19/e21m3bidtabs.pdf?sfvrsn=9b24bff1_11100601int
Removal of Existing Bridges. 110-6.1 General: The work under this Article includes bridges, as defined in 1-3. Remove and dispose of the materials from existing bridges. Remove: 1.those bridges and approach slabs, or portions of bridges, shown in the Plans to be removed, 2.those bridges and approach slabs, or portions of bridges, found within the limits of the area to be cleared and grubbed, and directed by the Engineer to be removed, 3.those bridges and approach slabs, or portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1100601int.pdf?sfvrsn=c17ac238_1