2219 search results for bridge inspection
SS1103100
110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (1-18) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss1103100.pdf?sfvrsn=520362ed_1SS1103100
110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (7-17) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/ss1103100.pdf?sfvrsn=ebf960bc_1SS1103100
110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (1-17) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/ss1103100.pdf?sfvrsn=86718d02_24620000-723origind
All Jobs AASHTO LRFD Bridge Design Specifications Section 5, and is equivalent to or greater than, and limitations of selected PT system. Include all inlets, outlets, high point inspection port details, anchorage inspection details, permanent anchorage caps, protection system materials, contamination inside duct. Do not remove duct end caps until duct is incorporated into the bridge, of a 4620000 - REVISED All Jobs borescope or other visual inspection means, at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/4620000-723origind.pdf?sfvrsn=eb21c29e_101 ALL COUNTIES_Draft Tentative Work Program Public Hearing_D2 By Project_10-11-2023
$13,634,123 207761-2 - SR26 AT HATCHET CREEK BRIDGE #260033 Type of Work: BRIDGE-REPAIR/REHABILITATION, - ALACHUA Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge, Bridge/Roadway/Contract Maintenance State $250,000 Total for Project 214301-5 $250,000 214938-4, Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $100,000 $100,000 $100,000, 2028 2029 Bridge/Roadway/Contract Maintenance State $1,350,364 $1,390,863 Total for Project 414403-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/01-all-counties_draft-tentative-work-program-public-hearing_d2-by-project_10-11-2023.pdf?sfvrsn=6b076c44_101 ALL COUNTIES_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023
207555-4 $997,473 $4,647,605 207761-2 - SR26 AT HATCHET CREEK BRIDGE #260033 Type of Work: BRIDGE, - ALACHUA Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge, Bridge/Roadway/Contract Maintenance State $250,000 Total for Project 214301-5 $250,000 214938-4, 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $100,000 $100,000 $100,000, 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $50,000 $50,000 $50,000 $50,000 Total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/01-all-counties_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=ca42ce2d_1Standard Plans - FY 2019-20
, and other important information. Skip to Standard Plans for Bridge Construction Last Updated, Bridge Approach Expansion Joint - Concrete Pavement 306 Structures, 440-002 Underdrain Inspection Box 245 443-001 French Drain, Miscellaneous 508-T01 Traffic Control Devices for Movable Span Bridge Signals, Sign 11861 SPI 700-012 Single Post Bridge Mounted Sign Support
https://www.fdot.gov/design/standardplans/2020/default.shtmStandard Plans - FY 2020-21
, and other important information. Skip to Standard Plans for Bridge Construction Last Updated, Concrete Slab Replacement 308 370-001 Bridge Approach Expansion Joint Concrete, SPI 440-002 Underdrain Inspection Box 245 443-001 French Drain, Devices for Movable Span Bridge Signals 17890 IR509-070 Interim Errata Railroad, Bridge Mounted Sign Support 11870 SPI 700-013 Single Post Median Barrier Mounted
https://www.fdot.gov/design/standardplans/2021/default.shtmStandard Plans - FY 2018-19 NEW
, and other important information. Skip to Standard Plans for Bridge Construction Last Updated: 09/12, 370-001 Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil Base 306, Underdrain Inspection Box 245 443-001 French Drain 285 443-002, Incidental Construction Miscellaneous 508-T01 Traffic Control Devices for Movable Span Bridge Signals, 700-012 Single Post Bridge Mounted Sign Support 11870 SPI 700-013 Single Post
https://www.fdot.gov/design/standardplans/2019/default.shtmStandard Plans - FY 2024-25
to Standard Plans for Bridge Construction Last Updated: 06/26/2025 Standard Plans for Road, 308 SPI 370-001 Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil, 286 SPI 3D 440-002 Underdrain Inspection Box 245 3D 443-001 French Drain, Devices for Movable Span Bridge Signals 17890 SPI 509-070 Railroad Grade Crossing, 17351 700-106 Rural Narrow Bridge Treatment 17359 700-107 Bridge Weight
https://www.fdot.gov/design/standardplans/2025/standard-plans---fy-2024-25Standard Plans - FY 2023-24
to Standard Plans for Bridge Construction Last Updated: 06/26/2025 Standard Plans for Road, SPI 353-001 Concrete Slab Replacement 308 SPI 370-001 Bridge Approach, 440-001 Underdrain 286 SPI 3D 440-002 Underdrain Inspection Box 245 3D 443-001, Traffic Control Devices for Movable Span Bridge Signals 17890 SPI 509-070, Signing 17351 700-106 Rural Narrow Bridge Treatment 17359 700-107
https://www.fdot.gov/design/standardplans/2024/24.shtmStandard Plans-FY 2025-26
to Standard Plans for Bridge Construction Last Updated: 10/03/2025 Standard Plans for Road, 305 SPI 353-001 Concrete Slab Replacement 308 SPI 370-001 Bridge Approach, 440-001 Underdrain 286 SPI 3D 440-002 Underdrain Inspection Box 245 3D 443-001, 508-T01 Traffic Control Devices for Movable Span Bridge Signals 17890 SPI 509-070, 17351 700-106 Rural Narrow Bridge Treatment 17359 700-107 Bridge Weight
https://www.fdot.gov/design/standardplans/2026/standard-plans-fy-2025-26Standard Plans - FY 2026-27
to Standard Plans for Bridge Construction Last Updated: 10/30/2025 Standard Plans for Road, 353-001 Concrete Slab Replacement 308 SPI 370-001 Bridge Approach Expansion, 286 SPI 3D 440-002 Underdrain Inspection Box 245 3D 443-001 French Drain, Devices for Movable Span Bridge Signals 17890 SPI 509-070 Railroad Grade, Bridge Treatment 17359 700-107 Bridge Weight Restrictions 17357
https://www.fdot.gov/design/standardplans/current/273460200-722FHWA
Environment (1) Bridge Superstructures Precast Superstructure and Prestressed Elements Type I or Type, IS Type II (MH), Type IL, Type IT or Ternary Blend Bridge Substructures, Drainage Structures, are designated as Class I, Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class, (2) II (Bridge Deck) 4,500 0.44 3 (2) III (4) 5,000 0.44 3 (2) III (Seal) 3,000 0.53 8 IV, (Pavement), II, and III (Seal) 470 II (Bridge Deck), III (1) , IV, IV (Drilled Shaft), V, V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3460200-722fhwa.pdf?sfvrsn=7883f617_24551501.impl
make a n d model of the shaft inspection device, if applicable. 15.Detailsofenvironmental control, to the inspection device in the cost of drilled shaft items. FurnishaSIDmeeting the following requirements, . (b)Providesaclearview of the bottom inspection on a video monitor at the surface in real time. (c) P r o vides a p e r manent r e c o r d o f the entire inspection with voice annotation, and to produce a clear recording of the inspection. (f)Providesacompressed air or gas system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4551501.impl.pdf?sfvrsn=daee691a_0Section92V2cln
Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, of Transportation Standard Specifications for Road and Bridge Construction. Florida Department, for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following items: (1) When the specified 28-day, be equal to or less than 5%. (3) Previous Plant inspections, correction of any deficiencies noted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section92v2cln.pdf?sfvrsn=82f1ab34_2Section9.2V2-721cln
for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection, , Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, of Transportation Standard Specifications for Road and Bridge Construction. Florida Department, to or less than 5%. (3) Previous Plant inspections, correction of any deficiencies noted, failing, to a reduced inspection frequency if approved by the DMRE. The inspection frequency shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section9-2v2-721cln.pdf?sfvrsn=acbd2e93_2Section92V2-redln122
and Traffic Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance, Department of Transportation Standard Specifications for Road and Bridge Construction (Specifications, request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following, Plant inspections, correction of any deficiencies noted, failing samples attributed to the Plant. (4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section92v2-redln122.pdf?sfvrsn=dca331e0_1Section9.2V2-721redln.doc
. The inspection frequency shall be a minimum of once every six (6) months or less. These inspections, Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance, of Transportation Standard Specifications for Road and Bridge Construction. Florida Department, scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following items: (1) When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section9-2v2-721redln-doc.pdf?sfvrsn=5b463f6b_1Section92V2redln
and Traffic Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance, Department of Transportation Standard Specifications for Road and Bridge Construction. Florida, a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following items: (1, inspections, correction of any deficiencies noted, failing samples attributed to the Plant. (4) Request
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section92v2redln.pdf?sfvrsn=2b86f035_1