1272 search results for temporary steel bridge
History of Revisions(DEL)
to the published Standard Specifications for Road and Bridge Construction may be implemented to enhance, 4550710 Structures Foundations Comment/Response Comment/Response FHWA 5060200 Bridge Drainage, *Associated with 1200102 N/C N/C FHWA 5610200 Coating Existing Structural Steel N/C N/C FHWA 6350100 Pull, Comment/Response FHWA 6490200 Galvanized Steel Poles, Mast Arms, And Monotube Assemblies N/C Comment, and Repair Systems N/C N/C FHWA 9620900 Structural Steel and Miscellaneous Metal Items (Other than Aluminum
https://www.fdot.gov/specifications/review/HistoryofRevisionsE8U74BidTabs
1,287,000.13 433.00000 95,693.00 430.00000 95,030.00 0875 0455133 2 SHEET PILING STEEL, TEMPORARY, Roadway SECTION: 0025 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 44622315201 (65449.000) SY (LS, 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT (37917.000) SY (LS) 1,500,000.00000 1,500,000.00 4,500,000.00000 4,500,000.00 2,200,000.00000 2,200,000.00 0030 0102 2300 SPECIAL DETOUR- TEMPORARY, 1,764,090.00 0045 0102 30 TEMPORARY HIGHWAY LIGHTING 44622315201 (714.000) EA (LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may10/e8u74bidtabs.pdf?sfvrsn=597f514f_1EO Memo 23-01
to complex bridge types (e.g. multi-level interchanges, long bridges over water, tunnels, movable bridges, of the pile. 455-8 Steel Piling. 455-8.1 Description: Furnish, splice, drive, and cut off structural steel shapes to form bearing piles. Include in this work the preparation of a smooth and square, of structural steel bracing by bolting or welding, construction of splices and the filling of pipe piles, DocuSign Envelope ID: FC2AA994-43BF-462F-9FC1-D6E46916923F data, geotechnical information, bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/eo-memo-23-01.pdf?sfvrsn=a60dbd_14550511-722impl
Reinforcing Steel: Meet the reinforcing steel requirements of Section 415. 455-14.3 Polymer, water) 64 to 67 lb/ft 3 (salt water) Mud density balance: FM 8-RP13B-1 Viscosity for bridges, the reinforcing steel in the shaft so that the reinforcing steel will remain within allowable tolerances, the elevation of the top of the steel cage before and after placing the concrete. If the cage, details of all temporary supports for reinforcement, anchor bolts, precast columns, etc. 6. Details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4550511-722impl.pdf?sfvrsn=bd280534_2E51F2
Total Bridge Length: Letting Date: 04/02/24 Total Proposal Length: 0. 1 0 4 Miles 0.000 Miles 0, 400.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 328.000 0104- 10- 3 SEDIMENT BARRIER LF, EA 1.000 0646- 1- 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8.000 0649- 21- 10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 2.000 0649- 21- 24 STEEL MAST ARM ASSEMBLY, FURNISH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f2.pdf?sfvrsn=76591e48_1E6Q06
Aid No: N/A Total Roadway Length: 0.186 Miles Contract Days: 150 Total Bridge Length: 0.000 Miles, - 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 216.000 0102-115- TYPE III BARRICADE ED 532.000, ALUMINUM SIGNALS POLE, PEDESTAL EA 2.000 0649- 21- 6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 1.000 0649- 21- 11 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6q06.pdf?sfvrsn=5345b99e_1E1W36Addendum001
bridges. Utilize Standard Plan Index No. 536-002, Scheme III to construct the guardrail at the bridges (see Attachment A11 Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct, : Guardrail replacement is needed at both bridges and across the bridge culvert. Guardrail at the bridges is to utilize Index 536-02, Scheme III, see A11 Bridge Reports and A20 comments and responses, at the bridges (see Attachment A11_Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum001.pdf?sfvrsn=790c1532_1RSigningPavementMarkingsand Lighting
Steel Nuts: ASTM F594 A. Stainless Steel Bolts: ASTM Ft 593 Alloy Group 2, Condition A, CW1 or SH1 button head and flat head bolts as follows: 7. Stainless Steel Bolts, Nuts and Washers may be used, 6. Sign Mounting Bolts, Nuts and Washers: A. Steel Plate and Structural Shapes: ASTM A36 or ASTM A709, Grade 36 5. Galvanized Steel Slip Base Stub Materials: D. Cast Aluminum: ASTM B26 Alloy, 'A' Steel Stub Galvanized Aluminum or Steel Stub Galvanized Aluminum or 'W' 15° (Typ.) 'R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=38f6b6fb_54550511-722FHWA
in the Plans. 455-14.2 Reinforcing Steel: Meet the reinforcing steel requirements of Section 415. 455-14.3, to 67 lb/ft 3 (salt water) Mud density balance: FM 8-RP13B-1 Viscosity for bridges and main, , and Tolerance: Tie and support the reinforcing steel in the shaft so that the reinforcing steel will remain, the elevation of the top of the steel cage before and after placing the concrete. If the cage, details of all temporary supports for reinforcement, anchor bolts, precast columns, etc. 6. Details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4550511-722fhwa.pdf?sfvrsn=1bacb740_2E1W47Addendum001
DOCUMENTS EA01_Original Bridge Asbuilts I-75 at SR 780 EA02_4206132_STRUCTURES_Concept Plans, , details, and construction techniques for bridge structures as discussed in Part 1, Chapter 121, to Station 285+50, and Station 328+00 to Station 331+00, bridges shall be supported using deep foundation tipped no higher than Elevation minus 10 ft (-10 ft) NAVD Driven Pile Foundations for Bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47addendum001.pdf?sfvrsn=e5c8b0b0_15480000.origind
: SECTION 548 RETAINING WALL SYSTEMS 548-1 Description. Constructpermanent and temporary retaining, Department approved mix designs. 548-2.2 Reinforcing Steel: Meet the requirements of Section 931 utilizing Grade 60 (Black) steel. 548-2.3 Backfill Reinforcement: For walls utilizing backfill reinforcement, use reinforcement consisting of steel wire mesh, metal strips or structural geosynthetics, cold drawn steel wire and weld into the finished mesh fabric meeting the requirements of ASTM A1064
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/5480000.origind.pdf?sfvrsn=73ed514f_0E1W47RFP
DOCUMENTS EA01_Original Bridge Asbuilts I-75 at SR 780 EA02_4206132_STRUCTURES_Concept Plans, , and construction techniques for bridge structures as discussed in Part 1, Chapter 121 of the FDOT Design Manual, interchange. Additional I-75 improvements include the replacement of the southbound Palmer Blvd bridge to its ultimate location, inside widening of the existing northbound Palmer Blvd bridge to accommodate the auxiliary lane, inside widening of both southbound and northbound Main A Canal bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47rfp.pdf?sfvrsn=fd0af1fb_9SS3300000
Plants, determine aggregate moisture content, and calibrate the weigh bridge on the charging conveyor, or bridge decks, trim the excess joint filler in the cracks and joints flush with the surface, (breakdown) Rolling: Provide two static coverages with a tandem steel-wheeled roller, weighing 5 to 15, . 3. Final rolling: Provide one static coverage with a tandem steel-wheeled roller, weighing 5 to 15, to a roller, such as areas adjacent to curbs, gutters, bridges, manholes, etc. 330-10.1.4 Rolling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3300000.pdf?sfvrsn=f47ae7f_04620000.origind
assemblyies, and related steel reinforcement. Use the most stringent requirements, as determined, installation. (b)2. With the exception of mild reinforcing and prestressing steel, Ffurnish all PT system components, including steel pipes, from a single supplier. Obtain prestressing steel and local zone, in concrete, referred to as internal, or external to the concrete member. Stress the PT steel tendon, . The Engineer will collect sample materials from prestressing steel used for PT operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4620000.origind.pdf?sfvrsn=3e50aa00_0D6-11-21-24BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles Letting, ED 900.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 50.000 0102- 71- 16
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/d6-11-21-24bsn.pdf?sfvrsn=89645c94_3RSigningPavementMarkingsand Lighting
. Stainless Steel Nuts: ASTM F594 A. Stainless Steel Bolts: ASTM Ft 593 Alloy Group 2, Condition A, CW1 or SH1 button head and flat head bolts as follows: 7. Stainless Steel Bolts, Nuts and Washers may, 2024-T4 6. Sign Mounting Bolts, Nuts and Washers: A. Steel Plate and Structural Shapes: ASTM A36 or ASTM A709, Grade 36 5. Galvanized Steel Slip Base Stub Materials: D. Cast Aluminum: ASTM B26 Alloy, Shown) See Detail 'A' Steel Stub Galvanized Aluminum or Steel Stub Galvanized Aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=6361cd10_5RSigningPavementMarkingsand Lighting
Steel Nuts: ASTM F594 A. Stainless Steel Bolts: ASTM Ft 593 Alloy Group 2, Condition A, CW1 or SH1 button head and flat head bolts as follows: 7. Stainless Steel Bolts, Nuts and Washers may be used, . Sign Mounting Bolts, Nuts and Washers: A. Steel Plate and Structural Shapes: ASTM A36 or ASTM A709, Grade 36 5. Galvanized Steel Slip Base Stub Materials: D. Cast Aluminum: ASTM B26 Alloy A356-T6, Detail 'A' Steel Stub Galvanized Aluminum or Steel Stub Galvanized Aluminum or 'W' 15° (Typ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=e098d5_6Chapter5s8Redline
References Standard Specifications for Road and Bridge Construction Federal-Aid Policy Guide, 23 Code, the Contractor to use domestically sourced structural steel, iron, and construction materials, to an infrastructure project. Temporary devices, equipment, and other items removed at or before the completion of the project are exempt. Temporary items determined to be left in place are not exempt and must, or additives are also exempt. For iron and steel, miscellaneous components including subcomponents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s8redline.pdf?sfvrsn=b76cc5c0_9SS0050104
the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge, includes both permanent and temporary works as appropriate to the project. (b)Permanent Works: All the permanent structures and parts thereof required of the completed Contract. (c)Temporary Works: Any temporary construction work necessary for the construction of the permanent works. This includes but is not limited to bracing, falsework, formwork, scaffolding, shoring, temporary earthworks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss0050104.pdf?sfvrsn=78679155_0SS0050104
the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge, includes both permanent and temporary works as appropriate to the project. (b)Permanent Works: All the permanent structures and parts thereof required of the completed Contract. (c)Temporary Works: Any temporary construction work necessary for the construction of the permanent works. This includes but is not limited to bracing, falsework, formwork, scaffolding, shoring, temporary earthworks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss0050104231698b1ff434adfab7a12b738fa8a7f.pdf?sfvrsn=e15f09fb_0