1272 search results for temporary steel bridge
2014eBook-editable
. Anindividual,firm,orcorporationsubmittingaproposalfortheproposedwork. Bridge. Astructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook-editable.pdf?sfvrsn=33045af2_0Vol2SDM
Steel Bridges (Rev. 0 1 /16). . . . . 16-26 Figure 16.12-1 Weathering Steel I-Girder Details (1, Identification Numbers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.3 Bridge, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3 3.3 Sheet References for Multiple Bridges, Reinforcing Steel, Maximum Reinforcing Steel Bar Sizes (Rev. 0 1 / 1 6 ) . . . . . . . . . . . . . . . . 4-6 Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_0SS4580000
458 BRIDGEDECKJOINTS. (REV7-20-06)(FA9-12-06)(1-07) PAGE563.ThefollowingnewSectionisinsertedafterSection455: SECTION458 BRIDGEDECKJOINTS 458-1Description. Furnishandinstall bridge deck, . Furnish joint systems consisting of watertight steel Edge Rails, Elastomeric Strip Seals, Sidewalk, recommendations. 458-4.3.3 I n s t a l l a t i o n : (a)When casting the Bridge Deck, Approach Slab, curing. 458-4.4StripSeal: 458-4.4.1 E l a s t o m e r i c Seals: Furnish continuous heavy duty bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss458000080baaf329a33460fb041d448968747b5.pdf?sfvrsn=d52eada9_0SS4580000
458 BRIDGEDECKJOINTS. (REV7-20-06)(FA9-12-06)(1-07) PAGE563.ThefollowingnewSectionisinsertedafterSection455: SECTION458 BRIDGEDECKJOINTS 458-1Description. Furnishandinstall bridge deck, . Furnish joint systems consisting of watertight steel Edge Rails, Elastomeric Strip Seals, Sidewalk, recommendations. 458-4.3.3 I n s t a l l a t i o n : (a)When casting the Bridge Deck, Approach Slab, curing. 458-4.4StripSeal: 458-4.4.1 E l a s t o m e r i c Seals: Furnish continuous heavy duty bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4580000.pdf?sfvrsn=313aa0cc_0SS4580000
458 BRIDGEDECKJOINTS. (REV7-20-06)(FA9-12-06)(1-07) PAGE563.ThefollowingnewSectionisaddedafterSection455: SECTION458 BRIDGEDECKJOINTS 458-1Description. Furnishandinstall bridge deck joints, joint systems consisting of watertight steel Edge Rails, Elastomeric Strip Seals, Sidewalk Cover, recommendations. 458-4.3.3 I n s t a l l a t i o n : (a)When casting the Bridge Deck, Approach Slab, . 458-4.4StripSeal: 458-4.4.1 E l a s t o m e r i c Seals: Furnish continuous heavy duty bridge deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4580000.pdf?sfvrsn=43e06180_0E8U84BidTabs
250,000.00000 250,000.00 REMOVAL OF EXISTING SF (LS) STRUCTURES/BRIDGES 43716965201 BRIDGE ID 930429 0010, auxiliary lane and widening the northbound exit ramp and bridge to accommodate a two-lane exit on SR 91 from, ,BRIDGE CY SUBSTRUCTURE 0030 0400411 60.900 2,000.00000 121,800.00 2,600.00000 158,340.00, Structures 0035 0400 7 1 446.000 BRIDGEDECKGROOVING SY 0040 0400147 4.000 COMPOSITENEOPRENEPADS CF, REINFORCINGSTEEL-BRIDGE LB SUPERSTRUCTURE 0055 0415 1 5 11,117.000 REINFORCINGSTEEL-BRIDGE LB SUBSTRUCTURE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may30/e8u84bidtabs.pdf?sfvrsn=f052837f_14580000.impl
458 BRIDGEDECKJOINTS. (REV7-31-13)(FA8-15-13)(1-14) SECTION458(Pages593–593)isdeletedandthefollowingsubstituted: SECTION458 BRIDGEDECKJOINTS 458-1Description. Furnishandinstall bridge deck, applicable joint system supplied. For format and required details, follow the AASHTO/NSBA Steel Bridge, details and temporary or sacrificial support brackets, bolts, clamps, etc. that are compatible, steel edge rails, elastomeric strip seals, sidewalk cover plates (as required) and all associated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4580000.impl.pdf?sfvrsn=5a9b2afa_0Segmental_Load_Rating_Example_Vargas_Redacted
cantilever method with temporary towers to stabilize the cantilevers. Bridge erection started with Pier 2, Reinforcing Steel: Grade 60 f y : 60 k s i E s : 29,000 ksi Boundary Conditions The bridge, Evaluation Bridge FDOTFMNo. Bolton Perez & Associates Bridge Florida Department, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SECTION 2 – BRIDGE, A – Bridge Plans APPENDIX B – FDOT Inspection Report APPENDIX C – Load Rating Computations Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/lr/segmental_load_rating_example_vargas_redacted.pdf?sfvrsn=ccdd1188_1TP-05-30-25BSN3
0415- 1- 4REINFORCING STEEL - BRIDGE SUPERSTRUCTURELB 177,302.000 0415- 1- 5REINFORCING STEEL- BRIDGE SUBSTRUCTURELB 80,610.000 0415- 1- 9REINFORCING STEEL- APPROACH SLABSLB 32,848.000 0455- 15, 0455-144- 8TEST PILES - STEEL, HP 14 x 117LF 495.000 0458- 1- 12 BRIDGE DECK EXPANSION JOINT, NEW, ALTItemDescriptionUnitQuantity 0460- 2- 20STRUCT STEEL - NEW/WIDENING, WEATHERING (45208015201 BRIDGE ID 754192) LS, and Bridge Construction, or as amended by the project Specifications Package or any Supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/tp-05-30-25bsn3.pdf?sfvrsn=39e1ad02_1Vol1SDG
................................................ 1-1 1.1.4 Bridge Height Classifications, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 1.1.6 ADA on Bridges, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-27 1.9 Miscellaneous Attachments to Bridges (Rev. 0 1 / 1 6, 1.10 Limitations on Bridge Skew Angle, or Adjacent to Roadways. . . . . . . . 2-14 2.6.6 Bridge Superstructures Adjacent to Piers of Other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol1sdg_cd60509a-bc11-4e65-9e87-61a72293a9b0.pdf?sfvrsn=7720ff23_02004Book
of Transportation Standard Specifications for Road and Bridge Construction, 2004, are hereby approved, ...........................................................................101 103 Temporary Work Structures, ...................................................326 370 Bridge Approach Expansion Joints, Surfaces......................................................374 415 Reinforcing Steel, and Polyethylene Sheeting on Concrete Piles............533 460 Structural Steel and Miscellaneous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/ebook/2004book.pdf?sfvrsn=548df639_0D4000000
of supporting structural members. (8)Donotusepermanent steel bridge deck forms in panels where, . 400-7.13.5ConcreteDecksonSteelSpans:Where concrete decks are placed on steel spans, release the temporary supports under, ..........................................................Sections 346 and 347 Reinforcing Steel, mm] or less. When this method is followed, place the reinforcing steel the same, steel shown in the revised plans. The Engineer will follow this method when the change in elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4000000.pdf?sfvrsn=e1c87e17_00050104-723FHWA
consistency with policy updated made to FDM 266 for prefabricated steel truss pedestrian bridge, 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 proprietary pedestrian steel, -up for all steel members in accordance with the Plans. 5. Falsework: Any temporary construction, girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/0050104-723fhwa.pdf?sfvrsn=9dafe7fe_1FDOTCADDStandardFilenamesTable-20200811
STRUCTURES Structure Sheet Files B#BridgeHydro* Bridge Hydraulic Recommendations Structures, Files B#BridgeSection* Section Through Bridge Structures structuresseed.dgn[CONNECT:FDOT, Sheet Files BRHYRD* Bridge Hydraulics Recommendation Sheet (for Box Culverts) planrd fdotseed2d.dgn, -ORD-Seed2D.dgn] survey.dwt STRUCTURES Structure Sheet Files KeySheet* Bridge Key Sheet ** Structures, Superstructure Sheet Files B#TypicalSection* Typical Section Through Bridge Deck Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/publications/caddmanualfdm/fdotstandardfilenames/fdotcaddstandardfilenamestable-20200811.pdf?sfvrsn=be1fcd87_310050104-723impl
. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including proprietary pedestrian steel truss spans not satisfying, to the definitions below, also refer to Section 1, Definitions and Terms. 1. Bracing: Temporary structural, Safety may also apply to the construction or demolition of a bridge with continuous beams, into the permanent works. 4. Detailer: The steel detailer that prepares the steel shop drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/0050104-723impl.pdf?sfvrsn=b224ced3_14000000SS
decks are placed on steel spans, release the temporary supports under the bridge before placing any, for compression flanges of supporting structural members. (8)Donotusepermanent steel bridge deck forms, strength as being used to construct the bridge deck. Use welded steel wire reinforcement meeting, Reinforcing Steel...........................................................Section415 CuringMaterials, is 12 inches [300 mm] or less. When this method is followed, place the reinforcing steel the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_04000000SS
concrete decks are placed on steel spans, release the temporary supports under the bridge before, compressive strength as being used to construct the bridge deck. Use welded steel wire reinforcement, Reinforcing Steel...........................................................Section415 CuringMaterials, is 12 inches [300 mm] or less. When this method is followed, place the reinforcing steel the same, of reinforcing steel shown in the revised plans. The Engineer will follow this method when the change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_04000000SS
concrete decks are placed on steel spans, release the temporary supports under the bridge before, compressive strength as being used to construct the bridge deck. Use welded steel wire reinforcement, Reinforcing Steel...........................................................Section415 CuringMaterials, is 12 inches [300 mm] or less. When this method is followed, place the reinforcing steel the same, of reinforcing steel shown in the revised plans. The Engineer will follow this method when the change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_01100000.origind
, drains, water or gas pipes, conduits, poles, walls, posts, bridges, etc. 110-5 Removal of Buildings, this aArticle includes bridges, as defined in Article 1-3. Remove and dispose of the materials from, , or portions of bridgesstructures, found within the limits of the area to be cleared and grubbed, of bridgesstructures, which are necessary to be removed in order to construct new structurescomplete the work, in such a way so as to leave no obstructions to any proposed new structures bridge or to any waterways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1100000.origind.pdf?sfvrsn=701f0336_01100000.FHWA
the property of the Department or are to be salvaged for use in temporary bridges, avoid damage, , walls, posts, bridges, etc. 110-5 Removal of Buildings. 110-5.1 Parts to be Removed: Completely, of buildings by others. 1100000.D03 D04 All Jobs 110-6 Removal of Existing Structures. Bridges . 110-6.1, bridges, as defined in Article 1-3. Remove and dispose of the materials from existing, , or portions of bridgesstructures, found within the limits of the area to be cleared and grubbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/1100000.fhwa.pdf?sfvrsn=4a004357_0