1272 search results for temporary steel bridge
2024FDM121BrProjDev
) Widenings for the structure types listed above (6) Prefabricated steel truss pedestrian bridges meeting, . For bridges over water, a location Hydraulics Report will be prepared in conjunction with the bridge, for existing steel bridges if any portion is retained. If the Fatigue II load combination, ) Temporary Traffic Control: Show how traffic will be maintained during construction for each of the bridge, ) Quantity estimates: For minor bridges rough quantities (such as reinforcing steel based on weight per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm121brprojdev.pdf?sfvrsn=2fb80aa0_12024FDM121BrProjDev
limit state per the AASHTO LRFD Bridge Design Specifications for existing steel bridges if any, Design Manual 121 - Bridge Project Development The default condition for new steel bridges, of the bridge will be defined in the BDR. For bridges over water, a location Hydraulics Report, ratios for steel superstructures are shown in AASHTO. The length of the bridge will be affected, Bridges and TRB's Bridge Aesthetics Around the World, as well as authors such as David P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm121brprojdev.pdf?sfvrsn=841e374c_1102-201IntReviewPkg
Index Title: Temporary Acrow 700XS Series Detour Bridge General Notes and Details Summary, TEMPORARY ACROW 700XS SERIES DETOUR BRIDGE GENERAL NOTE AND DETAILS 1 102-201 11/01/20 5, with the Detour Bridge components per made with the Temporary Detour Bridge under the Pay Item Special, will If a temporary bridge system other than that shown herein is used, the Contractor is responsible for Temporary, . For shipping weights and dimensions of Temporary Bridge elements. 407-278-2727 Oviedo, Fl. 2590 Camp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-201intreviewpkg.pdf?sfvrsn=4948850d_1102-201IndReviewPkg
Index Title: Temporary Acrow 700XS Series Detour Bridge General Notes and Details Summary, TEMPORARY ACROW 700XS SERIES DETOUR BRIDGE GENERAL NOTE AND DETAILS 1 102-201 11/01/20 5, with the Detour Bridge components per made with the Temporary Detour Bridge under the Pay Item Special, will If a temporary bridge system other than that shown herein is used, the Contractor is responsible for Temporary, . For shipping weights and dimensions of Temporary Bridge elements. 407-278-2727 Oviedo, Fl. 2590 Camp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-201indreviewpkg.pdf?sfvrsn=eba51023_1102-201FHWAReviewPkg
Index Title: Temporary Acrow 700XS Series Detour Bridge General Notes and Details Summary, TEMPORARY ACROW 700XS SERIES DETOUR BRIDGE GENERAL NOTE AND DETAILS 1 102-201 11/01/20 5, with the Detour Bridge components per made with the Temporary Detour Bridge under the Pay Item Special, will If a temporary bridge system other than that shown herein is used, the Contractor is responsible for Temporary, . For shipping weights and dimensions of Temporary Bridge elements. 407-278-2727 Oviedo, Fl. 2590 Camp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-201fhwareviewpkg.pdf?sfvrsn=c3ca6db9_1102-200IntreviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY ACROW 300 SERIES DETOUR BRIDGE GENERAL NOTES AND DETAILS Summary, with Payment will be made with the Temporary Detour Bridge under the Pay Item Special Detour, Furnish, system. Payment for Temporary Guardrail If a temporary bridge system other than that shown herein is used, the Contractor is Temporary Detour Bridge is to be paid for under Contract Unit Price, 102-240. Do not drill Temporary Bridge components to attach Guardrail. Guardrail Bolts shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200intreviewpkg.pdf?sfvrsn=7257682e_1102-200IndReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY ACROW 300 SERIES DETOUR BRIDGE GENERAL NOTES AND DETAILS Summary, with Payment will be made with the Temporary Detour Bridge under the Pay Item Special Detour, Furnish, system. Payment for Temporary Guardrail If a temporary bridge system other than that shown herein is used, the Contractor is Temporary Detour Bridge is to be paid for under Contract Unit Price, 102-240. Do not drill Temporary Bridge components to attach Guardrail. Guardrail Bolts shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200indreviewpkg.pdf?sfvrsn=2de7626d_1102-200FHWAReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY ACROW 300 SERIES DETOUR BRIDGE GENERAL NOTES AND DETAILS Summary, with Payment will be made with the Temporary Detour Bridge under the Pay Item Special Detour, Furnish, system. Payment for Temporary Guardrail If a temporary bridge system other than that shown herein is used, the Contractor is Temporary Detour Bridge is to be paid for under Contract Unit Price, 102-240. Do not drill Temporary Bridge components to attach Guardrail. Guardrail Bolts shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200fhwareviewpkg.pdf?sfvrsn=8292d25b_1SS3460000
be substituted for a lower aggressive environmental condition. TABLE 1 BRIDGE SUPERSTRUCTURES Component, TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately, , TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, . d.ClassI(Special) and Class II concrete, excluding Class II (Bridge Deck), are not required, for reinforced concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II
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be substituted for a lower aggressive environmental condition. TABLE 1 BRIDGE SUPERSTRUCTURES Component, with Fly Ash and/or Slag, Type II, Type IP, Type Type II with Fly Ash or Slag TABLE 1 BRIDGE, , TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, (Special) and Class II concrete, excluding Class II (Bridge Deck), are not required to meet, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
be substituted for a lower aggressive environmental condition. TABLE 1 BRIDGE SUPERSTRUCTURES Component, with Fly Ash and/or Slag, Type II, Type IP, Type Type II with Fly Ash or Slag TABLE 1 BRIDGE, , TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, (Special) and Class II concrete, excluding Class II (Bridge Deck), are not required to meet, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_0Dev102TPSC (1-29-24)
or replacement of bridge components. The skid resistance of open steel grid decking on the detour bridge may, this requirement. Install detectable warnings on temporary ramps in accordance with Section 527. Detectable warning for temporary portable curb ramps may be surface applied or integral to the device. When the Plans call for the Department to furnish detour bridge components, construct the pile bents, representatives, who will be directly involved in the erection of Department-owned temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev102tpsc-(1-29-24).pdf?sfvrsn=7b23cb1e_120_10_Zhang_Coordination_Structures_Design
: Embankments Near Bridge Foundations 25 26 6/30/2025 14 27 Steel Sheet in Place, Cap Rebar, • modify or reconstruct at least one pier at the bridge ends • Prefabricated steel truss • FDM, • Introduction • Effective Coordination • Embankments near bridge foundations • Drilled shaft constructability • Optimizing bridge and MSE walls • Bridge with large skew angles • Pedestrian bridge, 28ft Tall Proposed MSE Wall 4ft away from Proposed Bridge Foundation at Location 2 9 10 6/30/2025
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Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel, components or covered by Simple Steel Bridge Structures in 2 above. Fabricators qualified under this category are also qualified to perform work as described under the Simple Steel Bridge, to the AASHTO/NSBA Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation, be as described in the AASHTO/AWS D1.5, Bridge Welding Code. The camber and sweep tolerances for steel pier
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Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel, components or covered by Simple Steel Bridge Structures in 2 above. Fabricators qualified under this category are also qualified to perform work as described under the Simple Steel Bridge, to the AASHTO/NSBA Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation, be as described in the AASHTO/AWS D1.5, Bridge Welding Code. The camber and sweep tolerances for steel pier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_02025 FDM Complete
. , Signature Date 3 Form 121-A Form 121-A Bridge Development Report Submittal Checklist 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) ….………………………………….. Select Status (6) Bridge Corrosion
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TEMPORARY ACROW 300 SERIES DETOUR BRIDGE 102-200 1 7 GENERAL NOTES: NonCurb NonCurb NonCurb NonCurb, to the Department with Payment will be made with the Temporary Detour Bridge under the Pay Item Special, or purchasing their own system. Payment for Temporary Guardrail If a temporary bridge system other than that shown herein is used, the Contractor is Temporary Detour Bridge is to be paid for under, members as shown in Index 102-240. Do not drill Temporary Bridge components to attach Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-200.pdf?sfvrsn=8978af4f_11100200.FHWA
of the Department or are to be salvaged for use in temporary bridges, avoid damage to such materials, of the Department or are to be salvaged for use in temporary bridges, avoid damage to such materials, 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
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with the Temporary Detour Bridge under the Pay Item Special Detour, LS. Turn over Bridge Thrie, for Temporary Guardrail work and Transition Block will If a temporary bridge system other than that shown herein is used, the Contractor is responsible for Temporary Detour Bridge is to be paid for under, of Temporary Bridge elements. 407-278-2727 Oviedo, Fl. 2590 Camp Rd. FDOT Statewide Aluminum Shop, ' widths. This Index is only applicable to the current FDOT inventory of temporary bridge components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-201.pdf?sfvrsn=2d420b90_1102-201
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY ACROW 700XS SERIES DETOUR BRIDGE, with the Temporary Detour Bridge under the Pay Item Special Detour, LS. Turn over Bridge Thrie- Furnish, for Temporary Guardrail work and Transition Block will If a temporary bridge system other than that shown herein is used, the Contractor is responsible for Temporary Detour Bridge is to be paid for under, ' widths. This Index is only applicable to the current FDOT inventory of temporary bridge components 1
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