1272 search results for temporary steel bridge
4600101int
Fabrication Categories Structure Type Accepted Accreditation Program Simple Steel Bridge: Pedestrian bridge (prefabricated steel truss pedestrian bridges meeting the Category 1 conditions of FDOT Design Manual 266.4), bridge grid decking AISC Simple Bridge Steel Bridge: Vehicular bridge, , bridge castings, steel railing, aluminum railing, castings (manhole, grating, inlet, frame), guardrail, , ASTM A6, and AASHTO/AWS D1.5, Bridge Welding Code. Fabricate all unpainted steel elements using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
Fabrication Categories Structure Type Accepted Accreditation Program Simple Steel Bridge: Pedestrian bridge (prefabricated steel truss pedestrian bridges meeting the Category 1 conditions of FDOT Design Manual 266.4), bridge grid decking AISC Simple Bridge Steel Bridge: Vehicular bridge, , bridge castings, steel railing, aluminum railing, castings (manhole, grating, inlet, frame), guardrail, , ASTM A6, and AASHTO/AWS D1.5, Bridge Welding Code. Fabricate all unpainted steel elements using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_1E3V77
772,200.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,300.000 Section 0002 Roadway, Letting: 03231012 Call Order: 001 Proposal: E3V77 District:03 Counties: OKALOOSA Road Name: - BRIDGE, Length: 3.657 Miles Contract Days: 335 Total Bridge Length: 3.649 Miles Letting Date: 10/12/23, ; and other incidental construction for SR 293 over Choctawhatchee Bay, Bridge No. 570091 in Okaloosa County, 0104- 11- FLOATING TURBIDITY BARRIER LF 148.000 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/e3v77.pdf?sfvrsn=313ae710_144586715201-specs-(9)
that existing at the time such damage occurred, at no expense to the Department. Temporary repairs may, and devices shall be made within 90 days of any temporary repairs and prior to final acceptance, work. Protect existing bridges during the entire construction period from damage caused by the Work, , ETC. -8- bridges caused by the Work, prior to continuing the Work. The Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/guidance/44586715201-specs-(9).pdf?sfvrsn=24e59745_1SS0050000
continuous superstructures with spans over 150 feet. 3. Steel box and plate girder bridges. 4. Steel, to the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge Temporary Works. For Construction Affecting Public Safety, when temporary bracing, Drawings for Bridges: 5-1.4.7.1 Shop Drawings for Structural Steel and Miscellaneous Metals, some portion of the project work. The type of work includes both permanent and temporary works
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss0050000.pdf?sfvrsn=3fcb5f40_0D4-04-04-25BSN
- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44925715201/Bridge ID 860018) LS 1.000 0110- 71- 1 BRIDGE, 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, Total Bridge Length: 0.207 Miles Letting Date: 04/04/25 Total Proposal Length: 0.621 Miles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/d4-04-04-25bsn.pdf?sfvrsn=896ffb2a_1D2-03-13-24BSN
, and structural steel work on SR 9A (I-295) Buckman Bridges 720249 and 720343 over St. Johns River in Duval, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 11,280.000 0458- 1- 24 BRIDGE DECK EXPANSION JOINT, in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, /contracts/cpp_online_ordering/bidder_assist.shtm , Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/mar13/d2-03-13-24bsn.pdf?sfvrsn=541bd96c_1D4650000.DO
bridges was within the last three years. Ensure that at least one of the three bridge designs, locks disengaged and no traffic on the bridge. Providetype 304 or 316 stainless steel shims, live, indicating reference datum established on the structural steel. Show all temporary supports, false, MOVABLE BRIDGES. (REV 8-2-02) (1-03) SECTION 465 (Pages 620-623) is deleted and the following substituted: SECTION 465 MOVABLE BRIDGES 465-1 Description. Constructandrehabilitatemovable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4650000.do.pdf?sfvrsn=98dc7717_0D6 09-28-23BSN
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 10,000.000 0458- 1- 21 BRIDGE DECK EXPANSION JOINT, 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, /A Total Roadway Length: 0.297 Miles Contract Days: 340 Total Bridge Length: 0.298 Miles Letting Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/d6-09-28-23bsn.pdf?sfvrsn=1c4b4114_1TP-02-28-25BSN
Section 0001 Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870170) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870171) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870172) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870180) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870381) LS 1.000 0110- 3- REMOVAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/tp-02-28-25bsn.pdf?sfvrsn=b2316a2b_1TP-04-09-24BSN
- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860492) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE, 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 134,788.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 80,559.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 27,588.000 0450- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr09/tp-04-09-24bsn.pdf?sfvrsn=96152a64_1TP-04-16-24BSN
/BRIDGES (43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201, CF 8.400 0400-148- PLAIN NEOPRENE BEARING PADS CF 10.800 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 134,788.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 80,559.000 0415- 1, DECK EXPANSION JOINT CF 182.700 0460- 2- 1 STRUCT STEEL, CARBON (43546115201 BRIDGE ID 860492) LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/tp-04-16-24bsn.pdf?sfvrsn=e7cdc62f_1Historical Item Averages Market Area 13
0415 1 4 2 $1.73 $677,786.80 391,744.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 3 $1.82 $409,425.00 224,403.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 8 1 $2.25 $1,264.50, STEEL, TEMPORARY-CRITICAL 0455133 3 1 $62.00 $178,436.00 2,878.000 SF N SHEET PILING STEEL, F&I, 49,500.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 2 $.07 $1,100.00 15,085.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 2 $85.58 $5,160.20 60.300 CY N COMMERCIAL MATERIAL FOR TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-13.pdf?sfvrsn=24273832_22024FDM922MiscStruct
(traffic or sound) • Retaining or gravity walls • Bridge approach slabs • Toll facilities, in the Structure Plans component for projects with bridges. Place the control plan details in the appropriate component plans when there are no bridge plans. Examples of control plan details, of the roadway approaches to the bridge and interface with the approach slabs areas (e.g., component, even when there are no bridge plans. In accordance with the Basis of Estimates, load pay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm922miscstruct.pdf?sfvrsn=ef037ee9_12024FDM922MiscStruct
(traffic or sound) • Retaining or gravity walls • Bridge approach slabs • Toll facilities, in the Structure Plans component for projects with bridges. Place the control plan details in the appropriate component plans when there are no bridge plans. Examples of control plan details, . Elements that are part of the roadway approaches to the bridge and interface with the approach slabs, in a Structure Plans component, even when there are no bridge plans. In accordance with the Basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm922miscstruct.pdf?sfvrsn=ded8e077_12025FDM922MiscStruct
walls (traffic or sound) • Retaining or gravity walls • Bridge approach slabs • Toll facilities, in the Structure Plans component for projects with bridges. Place the control plan details in the appropriate component plans when there are no bridge plans. Examples of control plan details, that are part of the roadway approaches to the bridge and interface with the approach slabs areas (e.g., Plans component, even when there are no bridge plans. In accordance with the Basis of Estimates, load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm922miscstruct.pdf?sfvrsn=555d7f2d_22025FDM922MiscStruct
structures or buildings • Barrier walls (traffic or sound) • Retaining or gravity walls • Bridge, of control plan details to be included in the Structure Plans component for projects with bridges. Place the control plan details in the appropriate component plans when there are no bridge plans. Examples, are to be included as part of the roadway. Elements that are part of the roadway approaches to the bridge, Box Culverts Place these sheets in a Structure Plans component, even when there are no bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm922miscstruct.pdf?sfvrsn=7708b9a2_32026FDM922MiscStruct
• Bridge approach slabs • Toll facilities For guidelines on structural detailing, refer, of control plan details to be included in the Structure Plans component for projects with bridges. Place the control plan details in the appropriate component plans when there are no bridge plans, to the bridge and interface with the approach slabs areas (e.g., stabilization, guardrail, earthwork, there are no bridge plans. In accordance with the BOE Manual, load pay items and quantities in the structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm922miscstruct.pdf?sfvrsn=16358e86_4Design Standards eBook FY 2017-18 ERRATA
Location; Added 7" Dimension. MODIFIED THRIE-BEAM (Steel Post Only) SECTION view - Changed 1" gap, Hole to 13/16" Bolt Hole for the STEEL POST and MODIFIED THRIE-BEAM SYSTEM details. 400RL 12 of 22, " Galvanized Steel Plate" callout in the MOUNT BRACKET DETAIL, has been changed to "1/4" Galvanized Steel, Temporary Concrete Barrier System Updated Note #8 - Barrier Delineator spacing and added color requirements 415RL 1 of 7 12/22/16 Temporary Concrete Barrier Updated Note #8 - Barrier Delineator spacing 603RL
https://www.fdot.gov/roadway/ds/18/errata.shtm102-600RL
Elevation Surface Ground Posts (Typ.) U-Channel Steel (No Paved Shoulder) 6'-0" Min. M o u n t, H e i g h t Curb & Gutter Walkway Posts (Typ.) U-Channel Steel ¡ Sign ¡ Sign 2'-0" Min, " Max. (Typ.) Edge of Sign to � Bolt 1" Min. 6" Max. (Typ.) Sign Head Bolt " Steel Hex 16 5 " Nominal Size) 16 5 ( Lock Washer Steel U-Channel Post Size) " Nominal 16 5 ( Flat Washer Hex Nut " Steel 16 5 "Ø @ 1" Centers 8 3 Surface Ground Base Post Sign Post or Cutting Edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/errata/102-600rl.pdf?sfvrsn=e9723fb7_1