2219 search results for bridge inspection
Section84V2-redln122
, and inspection and testing of production concrete. Produce SCC using a central mixer at an on-site, . Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, . The proposed inspection and test methods for the laboratory and field trial batches. H. The verification, and familiarity of the personnel performing the required inspection, and testing of SCC. Topic, that are addressed in the QC Plan. Perform inspection and testing of the demonstration concrete during batching
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section84v2-redln122.pdf?sfvrsn=e0ce3474_1Section8.4V2-721redln
, and inspection and testing of production concrete. Produce SCC using a central mixer at an on-site facility, Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, inspection and test methods for the laboratory and field trial batches. H. The verification method, of the personnel performing the required inspection, and testing of SCC. Topic No.: 675-000-000, and sequence that are addressed in the QC Plan. Perform inspection and testing of the demonstration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section8-4v2-721redln.pdf?sfvrsn=8418cb56_1Section84V2redln
, and inspection and testing of production concrete. Produce SCC using a central mixer at an on-site facility, Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, inspection and test methods for the laboratory and field trial batches. H. The verification method, and familiarity of the personnel performing the required inspection, and testing of SCC. Topic No.: 675-000-000, with the proposed method and sequence that are addressed in the QC Plan. Perform inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section84v2redln.pdf?sfvrsn=7e12e443_1D4-03-01-24BSN
After 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, Standard Specifications for Road and Bridge Construction and the Special Provisions, Bridge Length: 0.000 Miles Letting Date: 03/01/24 Total Proposal Length: 4.219 Miles Contract, / Performance bond is required for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/mar01/d4-03-01-24bsn.pdf?sfvrsn=e5becb65_1PublicHearing_MARION COUNTY_Summary
- I-75 WILDWOOD WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM, Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance State $592,906, of Work: ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract, : ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance, of Work: ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_marion-county_summary3c04d692-edff-4b42-81af-c2c1021a6de6.pdf?sfvrsn=f67619a2_2Underwater Noise Level Study During Impact Pile Driving (completed by University of North Florida)
single strike sound-level from 29 th drive at Howard Frankland Bridge showing (a) sound-level, drive the Howard Frankland Bridge showing (a) RMS at each buoy; (b) SEL at each buoy; (c) PEAK, Bridge computed using Nyquist frequency, 1/1 octave filtering for the 2 nd drive at the Howard Frankland Bridge showing SEL (blue), PEAK, at the Howard Frankland Bridge showing (a) RMS; (b) SEL; and (c) PEAK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/underwater-noise-level-study-during-impact-pile-driving-(completed-by-university-of-north-florida).pdf?sfvrsn=2390afff_12007Book
i FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, Specifications for Road and Bridge Construction, 2007, are hereby approved for application on highway, Pavement............................... 354 370 Bridge Approach Expansion Joints, ....................................................................................575 506 Bridge Drainage System, .............................................................................................. 849 TIMBER PRODUCTS AND MATERIALS 951 Inspection of Timber Products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/ebook/2007book.pdf?sfvrsn=f0438065_0ICYMI - Governor DeSantis Issues Updates on State Response as Tropical Storm Debby Moves Out of North Florida
conditions. Northbound Howard Frankland Bridge has reopened 2 lanes of traffic. Resources, for damages and other concerns. 69 Bridge Inspectors Teams are in the field & have performed over 1,300 inspections. Cut & Toss: 125 crews in the field & have performed Cut & Toss, drivers to download the FL511 app or visit FL511.com for road/bridge closures and potential, Bridge Rd. All lanes closed. Pinellas County I-275/Sunshine Skyway Bridge – All lanes closed
https://www.fdot.gov/info/co/news/2024/08052024-2Historical Item Averages Statewide 6 Months
EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 11/24/2025 Page: 3 Florida Department, 2 4 11 $1,240.00 $22,457,205.36 18,110.600 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 5 4 $2,447.18 $950,240.00 388.300 CY N CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 0400 2 10 12 $916.09, , MASS, BRIDGE SUBSTRUCTURE 0400 4 1 2 $1,716.19 $4,831,596.75 2,815.300 CY N CONCRETE CLASS IV, $2,405.00 $7,732,325.26 3,215.100 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE 0400 4 8 4 $1,297.93
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_53460203-723FHWA
as Class I (Seal), Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class III (Seal, (Pavement) (1) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2) II (Bridge Deck) 4,500 0.44 3 (2, ) , and II, and III (Seal) 470 II (Bridge Deck), III (12) , IV, IV (Drilled Shaft), V, V(Special, Surface Resistivity Test: Ensure that the Class II (Bridge Deck), Class IV, Class V, Class V, operations. Based on the inspection results of the field demonstration mockup, the acceptance of using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460203-723fhwa.pdf?sfvrsn=23f6c294_22025_concrete-pavement-overlay-state-of-the-practice-for-florida
your agency currently manage any non-bridge concrete overlays in your pavement network? a. What, overlays? 9. Wo uld you be willing to provide inspection, maintenance, and repair plans and records, -of-the Practice for Florida Conditions 3.1. North Carolina 1. Does your agency currently manage any non-bridge, inspection, maintenance, and repair plans and records for managed concrete overlays? Please provide typical, as 1. Does your agency currently manage any non-bridge concrete overlays in your pavement network
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2025_concrete-pavement-overlay-state-of-the-practice-for-florida.pdf?sfvrsn=36295b73_1Design Standards 2000
00240s1-2of2.pdf Skimmer For Outlet Control Structures 245 1 of 1 00245s01.pdf Underdrain Inspection Box 250, 306 1 of 1 00306s01.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1 of 1 00307s01.pdf, Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344s1-6of6.pdf School Signs, of 1 17357s01.pdf Bridge Weight Restrictions 17359 1 of 1 17359s01.pdf Rural Narrow Bridge Treatment, Devices 17890 1-3 of 3 17890s1-3of3.pdf Traffic Control Devices For Movable Span Bridge Signals
https://www.fdot.gov/roadway/ds/00/stds.shtmDesign Standards 2002
240.pdf Skimmer For Outlet Control Structures 245 1 of 1 245.pdf Underdrain Inspection Box 250 1-2, Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1 of 1 307.pdf, Typical Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344.pdf School Signs & Markings, 17356.pdf Span Wire Mounted Sign Details 17357 1 of 1 17357.pdf Bridge Weight Restrictions 17359 1 of 1 17359.pdf Rural Narrow Bridge Treatment * ROADWAY LIGHTING * 17500 1-3 of 3 17500.pdf Conventional
https://www.fdot.gov/roadway/ds/02/stds.shtmDesign Standards 2004
241.pdf Skimmers For French-Drain Outlets 245 1 of 1 245.pdf Underdrain Inspection Box 250 1-2 of 2, Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1-3 of 3 307.pdf, Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344.pdf School Signs & Markings 17345 1-4, Span Wire Mounted Sign Details 17357 1 of 1 17357.pdf Bridge Weight Restrictions 17359 1 of 1 17359.pdf Rural Narrow Bridge Treatment * ROADWAY LIGHTING * 17500 1-3 of 3 17500.pdf Conventional Lighting
https://www.fdot.gov/roadway/ds/04/stds.shtmD3-12-11-25BSN
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, _assist.shtm , Standard Specifications for Road and Bridge Construction and the Special Provisions, : 9.108 Miles Contract Days: 1500 Total Bridge Length: 0.087 Miles Letting Date: 12/11/25 Total, improvements, curb and gutter, sidewalk, multi-use path, signing and pavement markings, structures (Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/dec11/d3-12-11-25bsn.pdf?sfvrsn=9333c569_2D1-01-15-26BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge Construction, Roadway Length: 0.000 Miles Contract Days: 375 Total Bridge Length: 0.171 Miles Letting Date, of pedestrian bridge, milling and resurfacing, drainage, sidewalk, fencing, lighting, and signing, , BRIDGE SUPERSTRUCTURE CY 29.200 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 46.100 0400- 4- 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/d1-01-15-26bsn.pdf?sfvrsn=b93e086_1D5-01-04-24BSN
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, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Project(s): 44985615201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 150 Total Bridge, under this Contract consist of bridge deck epoxy overlay, header repair, and join rehabilitation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/d5-01-04-24bsn.pdf?sfvrsn=f2f69240_10070101.origind
to arrange a site inspection. ProvideSubmit this notification sufficiently in advance of planned, of one per major water control structure). 7-2.3.2 Bridge Clearances for Projects under the Authority, Guard Owner’s Certification of Bridge Completion. The certified survey must be signed and sealed, . SUBARTICLE 7-7.5 is deleted and the following substituted: 7-7.5 Contractor’s Equipment on Bridge Structures: The Contractor’s Engineer of Record shall analyze the effect of imposed loads on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0070101.origind.pdf?sfvrsn=61ab4bae_0Recently Completed Research
Summary Final Report BED02 Steel Bridge Coating and Recoating Warranty Requirements, in Florida Public Transit Summary Final Report BE932 Inspection of Flexible Filler, in Match-cast Segmental Bridge Construction Structures Summary Final Report, -Reinforced Single Slope Bridge Rail Structures Summary Final Report BE975 Developing Safety Performance, Embrittlement on Post-Tensioning Members and the Effects of Galvanic Coupling on Bridge Tendons Materials
https://www.fdot.gov/research/documents.shtmFDOT_RSP_CH 5_Oct2023_ADA
, 1027.90, 1032.30 57 State of Good Repair RR Bridge Maintenance and Rehab 4 SFRC Bridges Inspection, Bank ▪ Department Owned Railroad Bridge Management Program ▪ Transportation Regional Incentive, ▪ Department Owned Railroad Bridge Management Program ▪ Local or regional funds and payments, ▪ Department Owned Railroad Bridge Management Program ▪ Transportation Regional Incentive, Terminal $ - $657,267,000 Capacity Rail - Track Upgrade $ - $110,000,000 Capacity RR Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/rsp-october-version/fdot_rsp_ch-5_oct2023_ada.pdf?sfvrsn=1b63d0b8_2