1272 search results for temporary steel bridge
4100200.FHWA
for stainless steel and FRP reinforcing and prestressing strand into the Standard Specifications. Please, , including reinforcing steel grade or FRP reinforcing type, sizes and spacings, concrete cover, height and reinforcing steel bar cover as shown in the plans, for the most critical design loading combination. Perform a bridge load rating in accordance with the Structures Design Guidelines, concrete cover. Perform a bridge load rating in accordance with the Structures Design Guidelines
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4100200.fhwa.pdf?sfvrsn=15d740c3_05600000SS
OF STRUCTURAL STEEL 560-1 Description Perform the shop, field and maintenance coating of structural steel surfaces in accordance with the Society for Protective Coatings (formerly Steel Structures Painting Council) (SSPC) PA 1, AASHTO/NSBA Steel Bridge Collaboration S 8.1 and this Specification. This Specification includes the preparation of the steel surfaces and the application, drying, 560 SHOP,FIELDANDMAINTENANCE COATING OF STRUCTURAL STEEL. (REV8-22-05)(FA8-22-05)(1-06
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5600000ssa4df5043c39047a5a2a5426ff9c77802.pdf?sfvrsn=f4e8be9b_0Section82V2-724
systems, temporary traffic barriers, light pole foundations, sign foundations, pull and junction boxes, , Subpart B – Quality Assurance Procedures for Construction Sections Standard Plans for Road and Bridge, Department of Transportation Specifications for Road and Bridge Construction Approved Product, : The Plant shall track steel and iron usage to declare the dollar amount of any foreign steel, the placement of all quantities of non-domesticforeign steel and iron. Implement an accountable system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section82v2-724.pdf?sfvrsn=5121ac59_1E1W50Addendum003
PROJECT DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, Request for Proposal – ADDENDUM NO. 32 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, – ADDENDUM NO. 32 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January February 27330, and Proposals from Proposers for the bridge replacement of Hollandtown Rd. Bridge over Lake Dale Branch (Bridge Number 064054) in Hardee County. For the purpose of Project Specific Liability Insurance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum003.pdf?sfvrsn=99177843_1Historical Item Averages Market Area 08
- RETAINING WALL 0415 1 4 5 $1.34 $3,394,820.70 2,538,300.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 7 $1.54 $2,210,152.99 1,434,891.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415, STEEL, TEMPORARY-CRITICAL 0455133 3 5 $27.32 $3,634,451.92 133,043.000 SF N SHEET PILING STEEL, F&I PERMANENT 0455133 10 1 $1.00 $1,437.00 1,437.000 SF N SOLDIER PILE WALL, TEMPORARY-CRITICAL, STEEL, 594,915.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 13 $172.52 $11,290,646.52 65,446.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-08.pdf?sfvrsn=fc20ed22_2Historical Item Averages Statewide 6 Months
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 09/22/2025 Page: 12 Florida Department of Transportation, STEEL- BRIDGE SUBSTRUCTURE 0415 1 6 2 $3.11 $22,643.00 7,285.000 LB N REINFORCING STEEL- MISCELLANEOUS, N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 33 $59.62 $11,175,400.14 187,430.400 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 20 $93.40 $397,146.94 4,252.200 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 40 $69.67 $1,094,490.53 15,710.000 SY N PEDESTRIAN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/statewide/pdf/historical-item-averages-statewide-6-months.pdf?sfvrsn=47aefe18_2E3W76
Aid No: N/A Total Roadway Length: Contract Days: 240 Total Bridge Length: Letting Date: 05/09/24, CHANNELIZING DEVICE) FD 9,672.000 0102- 75- 1 TEMPORARY SEPARATOR, F&I REMOVE LF 630.000 0102- 76, , TEMPORARY ED 808.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 960.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 960.000 0102-913- 12, GUARDRAIL POST- DEEP POST FOR SLOPE BREAK CONDITION- TIMBER OR STEEL EA 9.000 0536- 73- GUARDRAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/may09/e3w76.pdf?sfvrsn=335ec549_12025-26 DB Boilerplate
AISI American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA, Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/2025-26-db-boilerplatecln.pdf?sfvrsn=fc0bc2bc_4FY 2024-25 Design Build BoilerPlate
AISI American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA, Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplate.pdf?sfvrsn=bc9dde58_2FY 2024-25 Design Build BoilerPlateREV4
AISI American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA, Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplaterev4.pdf?sfvrsn=1ff879ff_24550103.FHWA2
dowel 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, of the reinforcing steel cage, plus 24 inches. Fill the oversized temporary casing with drilled shaft, greater than the diameter of the reinforcing steel cage, plus 24 inches. Fill the oversized temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa2.pdf?sfvrsn=10e43641_0Design Build BoilerPlate 7-22
Association AIA American Institute of Architects AISI American Iron and Steel Institute ANSI, Steel Institute EASA Electrical Apparatus Service Association EPA Environmental Protection Agency, for the proposed work. Bridge. A structure, including supports, erected over a depression or over, between the inside faces of end supports. A multiple-span box culvert is considered a bridge, where, . Page 6 of 124 Culverts. Any structure not classified as a bridge that provides an opening under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/design-build-boilerplate-7-22.pdf?sfvrsn=102e358d_15200-210
TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck Units Deck Hold Down Strap Assembly (shown dashed) Steel Grid Deck Unit 12" x 12, : REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210 ~ ( M i n . ) 1, � Bent & � Piles � Detour Bridge & � Bent 12" Ø Timber Piles (Typ.) BACKWALL BENT DETAILS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/200-210.pdf?sfvrsn=c78616df_1102-210
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210 ~ ( M i n . ) 1 ' - 0, I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck, & � Piles � Detour Bridge & � Bent 12" Ø Timber Piles (Typ.) BACKWALL BENT DETAILS ELEVATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-210.pdf?sfvrsn=26d5dc74_1Design Build BoilerPlate FY 2023-24 REV 6-20-23
AISI American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA, Water Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev-6-20-23.pdf?sfvrsn=26450382_3Design Build BoilerPlate FY 2023-24 REV6 10-10-23cln
AISI American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA, Water Works Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, to include a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev6-10-10-23cln.pdf?sfvrsn=586aca72_22025FDM901SeqOfPlans
and detention ponds, pond numbers and area sizes • Bridges and bridge culverts with begin & end stations, or constraints (e.g., R/W, utilities, wetlands, existing bridge structures) in the plan view. 901.2.1, : • Design speed • Lane widths • Shoulder widths • Bridge widths • Base clearances • Access, sight distances • Horizontal and vertical clearances • Existing bridge approach slab evaluations, by the Department. For bridge submittal requirements, see FDM 121 . The standard phase submittals are: Phase I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm901seqofplans.pdf?sfvrsn=fac3244f_12026FDM901SeqOfPlans
proposed ditches • Retention and detention ponds, pond numbers and area sizes • Bridges and bridge, potential impacts or constraints (e.g., R/W, utilities, wetlands, existing bridge structures) in the plan, the following: • Design speed • Lane widths • Shoulder widths • Bridge widths • Base clearances • Access, sight distances • Horizontal and vertical clearances • Existing bridge approach slab evaluations, . For bridge submittal requirements, see FDM 121. The standard phase submittals are: Phase I, Phase II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm901seqofplans.pdf?sfvrsn=655c2cd1_9Historical Item Averages Market Area 01
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 3 $3.62 $109,340.75 30,186.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 6 1 $7.00 $1,379.00 197.000 LB N REINFORCING STEEL- MISCELLANEOUS, 7,021.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 3 $54.18 $409,137.76 7,552.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 4 $70.22 $20,196.25 287.600 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 6 $142.38 $42,430.33 298.000 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-01.pdf?sfvrsn=d3643e0d_25210000.FHWA
wall. Do not use permanent precast concrete barrier wall on bridge or box culvert structures, Temporary Barrier Wall. 521-3.1 General: Meet the requirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use precast temporary barrier wall when certification is provided to the Engineer that the precast temporary, Proprietary Precast Temporary Barrier Wall: Obtain and use precast temporary barrier wall listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5210000.fhwa.pdf?sfvrsn=b7a8824b_0