1272 search results for temporary steel bridge
SS1020000
of bridge components. The skid resistance of open steel grid decking on the detour bridge may decrease, , including any temporary suspensions of the work. Construct and maintain detours. Provide facilities, Temporary Retroreflective Pavement Markers…Section 990 Paint, Temporary Traffic Control Device Materials .....Section 990 Retroreflective and Nonreflective Sheeting for Temporary Traffic Control Devices ..............Section 994 102-2.1 Temporary Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1020000.pdf?sfvrsn=f4981fed_0E6P57
112 BISCAYNE BLVD STRUCTURAL REPAIR BRIDGE# 870313 Limits: 87004000 Project(s): 45480025201(*) Federal Aid No: N/A Total Roadway Length: 0.262 Miles Contract Days: 182 Total Bridge Length: 0.000, repairs to Bridge No. 870313 associated with impact damage to Span 20. This Contract, at the Department Advertised Estimate Amount of $1,482,000.00. ***Experience in Bridge Repair (Form No. 850-070-04, PANEL ED 60.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 45.000 0102-115- TYPE III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p57.pdf?sfvrsn=da1df574_1102-220
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE FOUNDATIONS 07/01/06 2 2 102-220 ~ ~ ~ ~ Typ. 2 " ƀ" 10ƃ" ƀ" ƀ" ℅ ƀ, PLAN VIEW PARTIAL PLAN VIEW END VIEW PARTIAL ELEVATION VIEW FIXED BEARING DETAILS Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Panels
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-220.pdf?sfvrsn=9690ae82_1102-220
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE FOUNDATIONS 07/01/06 2 2 102-220 ~ ~ ~ ~ Typ. 2 " ƀ" 10ƃ" ƀ" ƀ" ℅ ƀ" ℅ ƀ, PLAN VIEW PARTIAL PLAN VIEW END VIEW PARTIAL ELEVATION VIEW FIXED BEARING DETAILS Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Bent Cap Steel Panels � Truss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-220.pdf?sfvrsn=2ef1fdc2_14580206.FHWA
steel sliding surfaces to an 8 µ-inch mirror finish. 4580206 All Jobs BRIDGE DECK JOINTS. (REV, 32312 Re: State Specifications Office Section: 458 Proposed Specification: 4580206 Bridge Deck, cc: Florida Transportation Builders' Assoc. State Construction Engineer 4580206 All Jobs BRIDGE, Component Material Requirements Solid Separation Beams, Steel Extrusions, Support Bars, Plate and Milled Steel Shapes ASTM A588 or ASTM A572, Grade 50 Box Seals ASTM D2628*3542 Strip Seals ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4580206.fhwa.pdf?sfvrsn=9e73c01c_0Standard Plans - FY 2021-22
Operations Maintenance of Traffic 102-200 Temporary Acrow 300 Series Detour Bridge General Notes and Details 21600 SPI 102-201 Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW SPI 102-210 Temporary Detour Bridge - Timber Pile Foundations 21610 SPI 102-220 Temporary Detour Bridge - Steel H Pile Foundations 21620 102-230 Temporary Detour Bridge - Steel Pile Pipe Foundations 21630
https://www.fdot.gov/design/standardplans/2022/default.shtm1020000.origind
materials for repacking, repairs or replacement of bridge components. The skid resistance of open steel, temporary concrete, steel, or water filled barrier used must be listed on the APL. The maximum, , 415 or 414 Plans, Index 102-100 or 102-120. Temporary barrier used on bridge and retaining wall, . Temporary steel barrier may be used as an alternative to Design Standards, Index No. 414. Temporary steel barrier shall meet the NCHRP Report 350 TL-3 criteria or MASH TL-3 criteria and be listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020000.origind.pdf?sfvrsn=4a9fdaf9_0Standard Plans - FY 2023-24
Bridge General Notes and Details NEW SPI 102-210 Temporary Detour Bridge - Timber Pile Foundations 21610 SPI 102-220 Temporary Detour Bridge - Steel H Pile Foundations 21620 102-230 Temporary Detour Bridge - Steel Pile Pipe Foundations 21630 102-240 Temporary Detour Bridge Thrie - Beam Guardrail 21640, Construction Operations Maintenance of Traffic 102-200 Temporary Acrow 300 Series Detour Bridge
https://www.fdot.gov/design/standardplans/2024/24.shtm1020602.origind
. The skid resistance of open steel grid decking on the detour bridge may decrease gradually after, /ADAStandards.shtm. When temporary walkway surfaces and ramps are required to be constructed, ensure, to furnish detour bridge components, construct the pile bents in accordance with the Plans, unless, involved in the erection of Department-owned temporary bridging, to attend a mandatory one-day, the training described above, project number, detour bridge type, bridge length, span length, location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020602.origind.pdf?sfvrsn=7119fd88_0Design Standards eBook FY 2016-17
Bending Details IDS DGN TEMPORARY DETOUR BRIDGES 21600 Temporary Detour Bridge General Notes and Details IDS CEL DGN 21610 Temporary Detour Bridge Details -Timber Pile Foundations DGN 21620 Temporary Detour Bridge Details -Steel H Pile Foundations DGN 21630 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN 21640 Temporary Detour Bridge Thrie-Beam Guardrail DGN POST, DGN 851 Bridge Pedestrian/Bicycle Railing (Steel) IDS DGN 852 Steel Pedestrian/Bicycle
https://www.fdot.gov/roadway/ds/17/stds.shtmDesign Standards eBook FY 2017-18
Details IDS DGN TEMPORARY DETOUR BRIDGES 21600 Temporary Detour Bridge General Notes and Details IDS CEL DGN 21610 Temporary Detour Bridge Details -Timber Pile Foundations DGN 21620 Temporary Detour Bridge Details -Steel H Pile Foundations DGN 21630 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN 21640 Temporary Detour Bridge Thrie-Beam Guardrail DGN POST, DGN 851 Bridge Pedestrian/Bicycle Railing (Steel) IDS DGN 852 Steel Pedestrian/Bicycle Railing
https://www.fdot.gov/roadway/ds/18/stds.shtm4520402-722FHWA
Specifications Office Section: 452 Proposed Specification: 4520402 Precast Segmental Bridge Construction, Builders' Assoc. State Construction Engineer 4520402 All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION, of materials for segment fabrication including concrete, reinforcing steel, prestressing steel, duct, . Details of permanent and temporary embedded items including inserts, blockouts, temporary openings, with the details of the approved shop drawings. 4520402 All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4520402-722fhwa.pdf?sfvrsn=83ba5eb1_2E8U76
- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930447) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930565) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 931004) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 934971) LS 1.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY, 0400-148- PLAIN NEOPRENE BEARING PADS CF 78.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/e8u76.pdf?sfvrsn=4c689124_11020602.impl
or replacement of bridge components. The skid resistance of open steel grid decking on the detour bridge, the requirements of the ADA Standards for Transportation Facilities. When temporary walkway surfaces, materials. When the Plans call for the Department to furnish detour bridge components, construct, temporary bridging, to attend a mandatory one-day training session to be conducted at the Department’s, bridge type, bridge length, span length, location and usage time frames, to the Engineer at least 30
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1020602.impl.pdf?sfvrsn=95450e6d_0Standard Plans - FY 2020-21 CADD (DGN - CEL)
102-200 DGN CEL Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour, Railing Details 822 515-051 DGN Bridge Pedestrian/Bicycle Railing (Steel
https://www.fdot.gov/design/standardplans/2021/21dgns.shtmStandard Plans - FY 2019-20 CADD (DGN - CEL)
Operations Maintenance of Traffic 102-200 DGN CEL Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour Bridge Thrie - Beam Guardrail 21640 Structures Concrete
https://www.fdot.gov/design/standardplans/2020/20dgns.shtmE8V66
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 470,910.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, TEST EA 24.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF 2,305.000 0458- 1- 11 BRIDGE DECK, Bridge Length: 0.319 Miles Letting Date: 04/15/25 Total Proposal Length: 22.379 Miles Contract, ) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 2,358.100 0400- 2- 10 CONCRETE CLASS II, APPROACH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr15/e8v66.pdf?sfvrsn=a432ae8a_14580206.impl
458 BRIDGE DECK JOINTS. (REV 3-1-17) (FA 5-8-17) (1-18) SUBARTICLE 458-2.6 is deleted, material requirements. Table 2-6.1 Component Material Requirements Solid Separation Beams, Steel Extrusions, Support Bars, Plate and Milled Steel Shapes ASTM A588 or ASTM A572, Grade 50 Box Seals, Studs ASTM A108 Stainless Steel Sliding Plates ASTM A240, Type 316 PTFE Sliding Surface ASTM D4895, is deleted and the following substituted: 458-4.5.1 Fabrication: Perform all steel fabrication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4580206.impl.pdf?sfvrsn=dd55b021_01050404MM111V2FHWA
include steel bridge components, moveable bridge components, pedestrian bridges, castings, forgings, structures erected either partially or completely over the travelled roadway or mounted on bridges, Control Program. These revisions were proposed by the State Materials Office. Use the temporary, ), earthwork, cementitious materials, timber, steel and miscellaneous metals, galvanized metal, of these materials into the project prior to the Engineer’s approval of the QC Plan. Steel and Miscellaneous Metal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1050404mm111v2fhwa.pdf?sfvrsn=109ece64_1E21B5
- BRIDGE SUPERSTRUCTURE LB 43,905.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 26,647.000, TEST PILES - STEEL, 24" DIA PIPE LF 300.000 0458- 1- 11 BRIDGE DECK EXPANSION JOINT, NEW, /A Total Roadway Length: 1.704 Miles Contract Days: 850 Total Bridge Length: 0.030 Miles Letting Date, & gutters, highway signing, guardrail, lighting, bridges, MSE Walls, and other incidental construction, CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 226.100 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21b5.pdf?sfvrsn=5d3cd67_1