1272 search results for temporary steel bridge

102-220IntReviewPkg

: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL H PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H, TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE FOUNDATIONS 07/01/06 2 2 102-220 ~ ~ ~ ~ Typ, INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 2 2 102-220, BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 1 2 102-220 " Ɓ Ƅ " R 3 Ɓ ƀ " 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-220intreviewpkg.pdf?sfvrsn=1568d5a1_1

102-220IndReviewPkg

: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL H PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H, TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE FOUNDATIONS 07/01/06 2 2 102-220 ~ ~ ~ ~ Typ, INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 2 2 102-220, BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 1 2 102-220 " Ɓ Ƅ " R 3 Ɓ ƀ " 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-220indreviewpkg.pdf?sfvrsn=78c7f625_1

102-220FHWAReviewPkg

: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL H PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H, TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE FOUNDATIONS 07/01/06 2 2 102-220 ~ ~ ~ ~ Typ, INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 2 2 102-220, BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 1 2 102-220 " Ɓ Ƅ " R 3 Ɓ ƀ " 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-220fhwareviewpkg.pdf?sfvrsn=d9243eb7_1

102-220FHWA-Approved

: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE STEEL H PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H, FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 2 2, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS, BRIDGE DETAILS STEEL H PILE BACKWALL BENT 11/01/25 1 2 102-220 " Ɓ Ƅ " R 3 Ɓ ƀ " 1 ' - 2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-220fhwa-approved.pdf?sfvrsn=8ad1518c_1

1020602.FHWA

steel grid decking on the detour bridge may decrease gradually after opening the bridge to traffic, for repacking, repairs or replacement of bridge components. The skid resistance of open steel grid, ://www.fdot.gov/programmanagement/Implemented/URLinSpecs/ADAStandards.shtm. When temporary walkway, and stored materials. When the Plans call for the Department to furnish detour bridge components, of Department-owned temporary bridging, to attend a mandatory one-day training session to be conducted

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020602.fhwa.pdf?sfvrsn=91310a9c_0

1020000Memo

or replacement of bridge components. The skid resistance of open steel grid decking on the detour bridge, noted otherwise in the Standard Plans. Proprietary temporary concrete, steel, or water filled, for the duration of the construction period, including any temporary suspensions of the work. Construct, : Bituminous Adhesive..........................................Section 970 Temporary Raised Pavement, Spheres ......................................................Section 971 Temporary Traffic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/1020000memo.pdf?sfvrsn=d0a58701_2

2024 FDM Complete

: , Signature Date Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name, ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. (2) Roadway Plans in Vicinity of Bridge (a) ….………………... (3) Maintenance of Traffic Requirements (a) ….…………….… (4) Bridge Hydraulics Report (c) ….…………………………….. (5) Geotechnical Report (c) ….………………………………….. (6) Bridge Corrosion Environmental Report (c) ….……………. (7) GRS Abutments Feasibility Assessment (d

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_9

1100200.impl

or are to be salvaged for use in temporary bridges, avoid damage to such materials, and entirely remove all, 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 Article 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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1100200.impl.pdf?sfvrsn=41439c44_0

2023 FDM Complete

of each form. January 1, 2023 1 Form 121-A Form 121-A Bridge Development Report Submittal, No Date FDOT Project Manager ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c) ….…………………………….. Select Status (5) Geotechnical Report (c) ….………………………………….. Status Select (6) Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023-fdm-complete.pdf?sfvrsn=b3c97f6a_4

1020000.FHWA

resistance of open steel grid decking on the detour bridge may decrease gradually after opening, in the Design Standards Plans. Proprietary temporary concrete, steel, or water filled barrier used, the requirements of Design Standards, Index No. 414. 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, the bridge deck by hydroblasting or other method approved by the Engineer. 102-9.21 Temporary Signals

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1020000.fhwa.pdf?sfvrsn=7270cdb7_0
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