1272 search results for temporary steel bridge
Developmental Specifications
Smart Work Zone Devices as shown in the Plans. Derek Vollmer N/A Dev102TPSC - Temporary Portable Access Mats and Temporary Portable Curb Ramps (Maintenance of Traffic) Dev990TPSC - Temporary Portable Access Mats and Temporary Portable Curb Ramps (Materials Component) Must Be Used TogetherUse for projects with pedestrian or bicycle special detours using temporary portable access mat surfaces or temporary portable curb ramps. James McGinnis N/A Dev102WZCD - Work Zone Collision Detection
https://www.fdot.gov/programmanagement/otherfdotlinks/developmental/default.shtmCompiled Summary of Changes
Piles for bridges and non-bridges. Please review and transmit your comments, if any, within two, with the type of foundation proposed for the project. For bridges founded on piles and drilled shafts, ) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing, three Department bridge projects. This “responsible charge” experience shall include verifiable, of not less than two years including at least three Department bridge projects. The experience may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/compiled-summary-of-changes.pdf?sfvrsn=9a4beab9_4Agency Term Contracts
CR803 DOT-ITB-24-9019-SJ 10/22/2025 Temporary Bridge Parts: 700XS Series CR975 DOT-SS-24-9104-SD 6/30/2026 Temporary Bridge Parts: 300 Series CR977 DOT-SS-24-9103-SD 6/30/2026 Traffic Cones CR834, Stands) CR1098, CR1099 DOT-ITB-25-9012-SD-1 1/19/2030 Steel Flanged Channel Posts CR1178 DOT
https://www.fdot.gov/procurement/agencytermcontracts.shtmSS4520000
452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 6-22-11) (FA 7-28-11) (1-12) PAGE 516. The following new Section is added after Section 451: SECTION 452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION, with this Section. Reinforcing steel, embedded items and all appurtenant items are included. Base the bid, apply to segmental bridge construction: 452-3.1 Segment: A modular section of the superstructure, the bulkhead and another, temporary bulkhead. 452-3.4 Long Line Casting: Casting segments on a casting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4520000.pdf?sfvrsn=2c649539_0D3-06-12-25BSN
- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 44,838.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, specified in the most current edition of the Department’s Standard Specifications for Road and Bridge, for Road and Bridge Construction and the Special Provisions for instructions for submission, Roadway Length: 0.532 Miles Contract Days: 700 Total Bridge Length: 0.016 Miles Letting Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25bsn.pdf?sfvrsn=2362da24_2D3-06-19-25BSN
0400-147- COMPOSITE NEOPRENE PADS CF 9.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 44,838.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 17,496.000 0415- 1- 9 REINFORCING, 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 to do, Specifications for Road and Bridge Construction and the Special Provisions for instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun19/d3-06-19-25bsn.pdf?sfvrsn=ef7918d0_1RGeneralConstructionOperationse
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER, ) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier or crash cushions is not permitted, 17 3 102-110 TYPE K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/17 SIDE TRAFFIC TYPICAL BRIDGE, most Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperationse6fd6175e-1c23-425a-b46d-38c68d6dae9b.pdf?sfvrsn=4e1473d6_1RGeneralConstructionOperations
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER, ) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier or crash cushions is not permitted, 17 3 102-110 TYPE K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/17 SIDE TRAFFIC TYPICAL BRIDGE, most Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperations.pdf?sfvrsn=5106f20c_3RGeneralConstructionOperations
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER 11/01/20, by the Engineer in 1. For Bridge Decks only, use Keeper Pins that are 1#2" diameter, smooth steel bar, Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor abutting segments of temporary barrier terminated with a Crash Cushion as shown in Index 102-110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rgeneralconstructionoperations.pdf?sfvrsn=2731cbb_2RGeneralConstructionOperations
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER, ) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier or crash cushions is not permitted, most Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor abutting segments of temporary barrier terminated with a Crash Cushion as shown in Index 102-110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rgeneralconstructionoperations.pdf?sfvrsn=5b1b824a_47-09DesignBuildBoilerplate
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI American, International System of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L U, for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length between, components, systems, or installation methods and equipment for specific temporary portions of the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/july-2009/design-build/7-09designbuildboilerplate.pdf?sfvrsn=ebc50ea4_0RGeneralConstructionOperationse
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER, ) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier or crash cushions is not permitted, 17 3 102-110 TYPE K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/17 SIDE TRAFFIC TYPICAL BRIDGE, most Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperationse.pdf?sfvrsn=d40b78b2_1102-600
Zone Work Max. Spacing (feet) TABLE 2 TABLE 1 TABLE 3 TABLE 4 Tubular Markers Temporary, by the Engineer. Devices include, but are not limited to, flaggers, portable temporary Adjust device, SPACING "X" Temporary Barrier Notes Channelizing Devices Notes Speed Reduction Signing General, Traffic 2 1 Temporary Definitions Railroads Clear 3 Widths Zone Hazard Distance Sight Ground, Temporary 10 Separator Entrance Zones Work Business 9 Truck Supports Sign Commonly 6 Zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-600.pdf?sfvrsn=71aa04ce_1102-600
Zone Work Max. Spacing (feet) TABLE 2 TABLE 1 TABLE 3 TABLE 4 Tubular Markers Temporary, by the Engineer. Devices include, but are not limited to, flaggers, portable temporary Adjust device, SPACING "X" Temporary Barrier Notes Channelizing Devices Notes Speed Reduction Signing General, Traffic 2 1 Temporary Definitions Railroads Clear 3 Widths Zone Hazard Distance Sight Ground, Temporary 10 Separator Entrance Zones Work Business 9 Truck Supports Sign Commonly 6 Zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-600.pdf?sfvrsn=5e00c8c6_2102-600E
Zone Work Max. Spacing (feet) TABLE 2 TABLE 1 TABLE 3 TABLE 4 Tubular Markers Temporary, by the Engineer. Devices include, but are not limited to, flaggers, portable temporary Adjust device, SPACING "X" Temporary Barrier Notes Channelizing Devices Notes Speed Reduction Signing General, Traffic 2 1 Temporary Definitions Railroads Clear 3 Widths Zone Hazard Distance Sight Ground, Temporary 10 Separator Entrance Zones Work Business 9 Truck Supports Sign Commonly 6 Zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-600e.pdf?sfvrsn=cd473a3e_1SS5610000
561 COATING EXISTING STRUCTURAL STEEL. (REV 1-27-10) (FA 2-10-10) (7-10) The following new, EXISTING STRUCTURAL STEEL 561-1 Description. Coat existing structural steel in accordance, structural steel appears to be defective. When the existing coating is to remain, clean, wash, and test, surface preparation work only when the temperature of the steel surface is at least 5 o F above, steel by power and hand tool cleaning as defined in SSPC SP 11, SSPC SP 3, and SSPC SP 2 as stated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5610000.pdf?sfvrsn=c43fcaa8_0SS5610000
561 COATING EXISTING STRUCTURAL STEEL. (REV 1-27-10) (FA 2-10-10) (7-10) The following new, EXISTING STRUCTURAL STEEL 561-1 Description. Coat existing structural steel in accordance, structural steel appears to be defective. When the existing coating is to remain, clean, wash, and test, surface preparation work only when the temperature of the steel surface is at least 5 o F above, steel by power and hand tool cleaning as defined in SSPC SP 11, SSPC SP 3, and SSPC SP 2 as stated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5610000.pdf?sfvrsn=739e295e_0drainagemanual2024withRevisions
. Added note to Table 3.5 to use work zone speed for temporary conditions. Adjusted language for temporary drainage. Section 3.13.2 – Moved pipe inspection and siltation report to top of the list, . Section 4.9.2.2 – Added clarification that scour estimates are for temporary and permanent, and bridges. Use partial duration time series rainfall depth and intensity data for Florida, and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024withrevisions.pdf?sfvrsn=90938a97_1D3-02-13-25BSN
SURFACES - PENETRANT SEALER OR METHACRYLATES SF 142,120.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, and Bridge Construction. Insurance companies must be authorized to do business in the State of Florida, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission, District:03 Counties: BAY Road Name: - BRIDGE-REPAIR/REHABILITATION Limits: 46040000 Project(s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/d3-02-13-25bsn.pdf?sfvrsn=b345a51d_14550503.impl
required in the Plans. Provide equipment capable of constructing shafts supporting bridges, to a deeper depth. Provide equipment capable of constructing shafts supporting non-bridge structures, temporary removable surface casing from at least 1 foot above the ground surface to at least 1-1/2 shaft, shaft position and alignment. Do not use a temporary casing larger than 12 inches of the shaft diameter. Fill the oversized temporary casing with drilled shaft concrete at no additional expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/4550503.impl.pdf?sfvrsn=3256f0e1_0