1272 search results for temporary steel bridge
D4160000.do
bolts to existing bridge decks and approach slabs, use only Type HSHV adhesives. 416-2.1 Storage, 150% of the nominal diameter of the steel bar anchor or dowel, using a rotary hammer drill and bit. Usea metal detector specifically designed for locating steel in concrete to avoid conflicts with existing steel reinforcement whenever placement tolerances and edge clearances permit. Perform core drilling to clear existing steel reinforcement only when approved by the Engineer. Dry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4160000.do.pdf?sfvrsn=a7c4f670_0D4160000.do
bolts to existing bridge decks and approach slabs, use only Type HSHV adhesives. 416-2.1 Storage, 150% of the nominal diameter of the steel bar anchor or dowel, using a rotary hammer drill and bit. Usea metal detector specifically designed for locating steel in concrete to avoid conflicts with existing steel reinforcement whenever placement tolerances and edge clearances permit. Perform core drilling to clear existing steel reinforcement only when approved by the Engineer. Dry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4160000.do59fb2c5bf6f740f39efa90ef87f0caeb.pdf?sfvrsn=cdc176da_0Historical Item Averages Market Area 02
44,738.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 2 $2.32 $14,834.45 6,400.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 9 1 $1.95 $15,566.85 7,983.000 LB N REINFORCING STEEL, N PILE REDRIVE 0455133 2 1 $84.57 $409,149.66 4,838.000 SF N SHEET PILING STEEL, TEMPORARY-CRITICAL, NOSING FOR BRIDGE DECK EXPANSION JOINT 0460 1 15 1 $1.75 $52,085.25 29,763.000 LB N STRUCTURAL STEEL, 12,362.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 5 $100.81 $513,823.92 5,097.000 CY N SPECIAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-02.pdf?sfvrsn=6fcd1794_2D2-05-21-25BSN
7.100 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 43,905.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 26,647.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 23,266.000, with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do business, for Road and Bridge Construction and the Special Provisions for instructions for submission
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn.pdf?sfvrsn=d6be70d8_4D4-09-06-24BSN
Bridges (Bridge Nos. 940139, 940140, 940144, 940145) in St. Lucie County. •PRE-QUALIFIED: Contractor, and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, /contracts/cpp-online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge, ): 44617515203 Federal Aid No: N/A Total Roadway Length: 8.172 Miles Contract Days: 452 Total Bridge Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/d4-09-06-24bsn.pdf?sfvrsn=97323cd9_1cqcp-fdot-review
) ...................................................................... 18 27. Steel Bridge (Vehicular) ................................................................................ 19 28. Steel Bridge (Pedestrian, Forgings Bridge Machinery CCTV Pole* Coated Steel Fence* Drainage (Castings)* Drainage (Welded, Shop Painting Stay In-Place Forms – Coated* Stay In-Place Forms – Uncoated* Steel Bridge (Pedestrian) Steel Bridge (Vehicular) Steel Mast Lighting* Steel Modular Joints Steel Railing* Strain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/strgforpa/cqcp-fdot-review.pdf?sfvrsn=4ffe0310_3Historical Item Averages Market Area 06
0415 1 4 1 $1.60 $319,116.80 199,448.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 4 $2.92 $418,446.35 143,141.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 9 1 $1.60 $92,694.40, 29,679.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 2 $53.75 $340,776.00 6,340.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 3 $258.93 $23,096.94 89.200 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 5 $213.37 $243,029.85 1,139.000 SY N PEDESTRIAN OR BICYCLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-06.pdf?sfvrsn=cd5bdb12_2102-600QuickGuideE
0-CZ > 3 to ≤ 5 > 3 > 5 Condition 1 2 3 4 5 Bridge Deck Removal of portions of TABLE 8 Retaining Wall Barrier Removal of Bridge or 0-12 > 12-CZ Channelizing Device Temporary Barrier, Spacing (feet) TABLE 1 Tubular Markers Temporary Cones or 45 113 40 30 25 35 225 133 102, and gutter values may be used. For temporary conditions where existing curb has been removed (feet, Lane Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/102-600quickguidee.pdf?sfvrsn=117eb78b_1102-600-QuickGuideE
0-CZ > 3 to ≤ 5 > 3 > 5 Condition 1 2 3 4 5 Bridge Deck Removal of portions of TABLE 8 Retaining Wall Barrier Removal of Bridge or 0-12 > 12-CZ Channelizing Device Temporary Barrier, Spacing (feet) TABLE 1 Tubular Markers Temporary Cones or 45 113 40 30 25 35 225 133 102, and gutter values may be used. For temporary conditions where existing curb has been removed (feet, Lane Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/102-600-quickguidee.pdf?sfvrsn=10e07a7c_1102-600-QuickGuide
> 3 to ≤ 5 > 3 > 5 Condition 1 2 3 4 5 Bridge Deck Removal of portions of TABLE 8 Retaining Wall Barrier Removal of Bridge or 0-12 > 12-CZ Channelizing Device Temporary Barrier, Spacing (feet) TABLE 1 Tubular Markers Temporary Cones or 45 113 40 30 25 35 225 133 102, and gutter values may be used. For temporary conditions where existing curb has been removed (feet, Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W x H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/102-600-quickguide.pdf?sfvrsn=75f7cdfb_2D1-09-19-24BSN
and pavement marking, structural steel repair, steel and bridge painting on SR 70 over Kissimmee River, STRUCTURAL STEEL (44023015201 Bridge No. 910001) LS 1.000 Section 0002 Roadway 0101- 1- MOBILIZATION, Specifications for Road and Bridge Construction, or as amended by the project Specifications Package, in the most current edition of the Department’s Standard Specifications for Road and Bridge, /bidder_assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/d1-09-19-24bsn.pdf?sfvrsn=d306ab86_1TP-04-25-25BSN
- BRIDGE SUPERSTRUCTURE LB 470,910.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, 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, , Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions, Federal Aid No: N/A Total Roadway Length: 22.060 Miles Contract Days: 1619 Total Bridge Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/tp-04-25-25bsn.pdf?sfvrsn=2bdd2c6_14550103.origind
splices are instrumented during driving; the limitation that temporary casing diameter cannot be 24” greater than the diameter of the reinforcing steel cage applies to both bridges and miscellaneous structures; and, temporary casing is to be removed after concrete is placed for the dry method, a temporary casing greater than the diameter of the reinforcing steel cage, plus 24 inches. Fill, surface. Do not use a temporary casing greater than the diameter of the reinforcing steel cage, plus 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4550103.origind.pdf?sfvrsn=bb372c4f_0SS4620000
the prestressing steel is to be installed, whether at the bridge site or at the casting yard. 462-4.4.2, , including steel pipes, from a single supplier. Prestressing steel and local zone reinforcement can be obtained from any supplier. Install prestressing steel, which may be strands or bars, through ducts, with the proposed post-tensioning scheme meets the requirements of Section 5 of the AASHTO LRFD Bridge Design, provided by the original design. (5) Stresses in the concrete and prestressing steel at all sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_0TP-05-13-25BSN2
Section 0001 Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44852415201 BRIDGE ID, 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 256,156.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 76,510.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 76,538.000 0450- 2, in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn2.pdf?sfvrsn=27663455_1E6O83
Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles, TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 1,000.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 100.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 100.000 0102- 74- 1 CHANNELIZING, PANEL ED 300.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 500.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 400.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/e6o83.pdf?sfvrsn=a396a8ca_1FDOTConnectOBM-Version2
State of Florida Department of Transportation FDOTConnect for OpenBridge Modeler Bridge, : Introduction to Model-Centric Wo r kflows Bridge Design & Modeling Description The training course details 3D bridge modeling workflow using Bentley product OpenBridge Modeler ( OBM, also be accomplished within FDOTConnectXX.XX workspace. Starting with laying out a 3D bridge model, • 3D Bridge Modeling Tools and Workflow • Plans Development • Quantity and Reporting Tools
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/fdotconnectobm-version2.pdf?sfvrsn=929a5c93_129600000.FHWA
temporary items, not part of the permanent structure, on PT system drawings. 960-2.3 Steel Reinforcing, temporary erection PT left in-place and permanent PT for design capacity. Manufacturers seeking approval, Steel (mild) .....................................Section 415 Parallel Wire (post-tensioning, and ducts. Do not use systems transferring prestress force by bonding prestress steel strand directly, . Construct anchorages from ferrous metal. 2. Anchorages shall develop at least 96% of PT steel actual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9600000.fhwa.pdf?sfvrsn=f614a461_0719 RedLine eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, Manufacturers Association AIA American Institute of Architects. AISI American Iron and Steel Institute, Reinforcing Steel Institute EASA Electrical Apparatus Service Association EPA Environmental Protection, work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719-redline-ebook.pdf?sfvrsn=9d4d06a_2Chapter5s7
Specifications for Road and Bridge Construction 5.7.4 Correspondence On Federal-Aid Projects, all, domestically sourced structural steel, iron and construction materials. These requirements pertain, . 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 be domestically, .. For iron and steel, miscellaneous components including subcomponents and hardware necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s7.pdf?sfvrsn=24874935_5