2219 search results for bridge inspection
Design Build BoilerPlate 7-22
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, construction engineering and inspection, into a single Contract. Design-Build Firm. Design-Build Firm means, representative of the Engineer, assigned to make official inspections of the materials furnished
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_150090103SLPQ.FHWA
Plan Quantity. Do not use with SP0090501DC. For bridge repair/rehab projects, contact, with SP0090501DC. For bridge repair/rehab projects, contact the District Construction Engineer prior to use, and Final Payment Documents: Upon final inspection and final acceptance of the Contract as provided, Quantity. Do not use with SP0090501DC. For bridge repair/rehab projects, contact the District, not use with SP0090501DC. For bridge repair/rehab projects, contact the District Construction Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/0090103slpq.fhwa.pdf?sfvrsn=9c90bdc0_0445618-1-52-01 and 445618-2-52-01 Final Public Meeting Summary
Over Sebastian Inlet Bridge Replacement and Resurfacing, Restoration, and Rehabilitation (RRR) of SR, Inlet Bridge Replacement a nd Resurfacing, Restoration, and Rehabilitation (RRR) of SR A1A from, Four Design Project State Road (SR) A1A Over Sebastian Inlet Bridge Replacement and Resurfacing, of Transportation (FDOT), District Four Design Project State Road (SR) A1A Over Sebastian Inlet Bridge, ://www.fdot.gov/projects/sebastian-inlet-bridge/home-page. Questions and comments could be submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/p-sebastian/445618-1-52-01-and-445618-2-52-01-final-public-meeting-summary.pdf?sfvrsn=a78defba_1introduction
Specifications and the successful completion of road and bridge contracts. The Materials Manual ensures, a material with specific engineering properties. Closeout - A meeting at the end of an inspection, or at the end of a substantial portion of an unusually lengthy inspection, at which the inspection team discloses all the inspection findings to be reported. Commercial/Consultant Laboratory - A material, . Department - The Florida Department of Transportation. Draft Report - The preliminary inspection report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/introduction.pdf?sfvrsn=ebc62ef9_11Segmental_Load_Rating_Example_Vargas_Redacted
A – Bridge Plans APPENDIX B – FDOT Inspection Report APPENDIX C – Load Rating Computations Bridge, in Appendix A. The bridge condition was derived from our field visit and the inspection reports located, Evaluation Bridge FDOTFMNo. Bolton Perez & Associates Bridge Florida Department, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SECTION 2 – BRIDGE, : LRFR-LRFD FDOT Bridge Load Rating Summary Form (Page 1 of 2) Rating Type Rating Type Gross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/lr/segmental_load_rating_example_vargas_redacted.pdf?sfvrsn=ccdd1188_1D4 Public Hearing Report 2025 - Martin
AVENUE FROM SE OSPREY STREET TO SE BRIDGE ROAD Type of Work: BIKE PATH/TRAIL Phase Fund Code 2025, 443500-1 $486,892 $7,749,953 443505-1 - SR-5/US-1 FROM SE BRIDGE ROAD TO HOBE SOUND WILDLIFE REFUGE, MARTIN WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM Phase, By: Item/Segment SUBJECT TO CHANGE MARTIN COUNTY Highways 448089-1 - CR-708/SE BRIDGE ROAD BASCULE BRIDGE REHABILITATION Type of Work: BRIDGE-REPAIR/REHABILITATION Phase Fund Code 2025 2026 2027 2028
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2025---martin.pdf?sfvrsn=5176e073_37-11DBBoilerplate-6-20-11
submitting a proposal for the proposed work. Bridge. A structure, including supports, erected, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet, to as a Critical Activity. Culverts. Any structure not classified as a bridge that provides, , and in some cases construction engineering and inspection, into a single Contract. Design-Build, inspections of the materials furnished and of the work performed by the Contractor. Laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/july-2011/design-build/7-11dbboilerplate-6-20-11.pdf?sfvrsn=374a086d_04620100.origind
Design, AASHTO LRFD Bridge Design Specifications Section 5, and is equivalent to or greater than, inspection and verification that no voids or bleed are present in the tendon mockups after grouting, and inspection. SUBARTICLE 462-7.4.2 is deleted and the following substituted: 462-7.4.2 Flexible Filler, , repairs, and inspections in the presence of the Wax Filler Injection Foreman, Wax Filler Injection QC, . Procedure for inspecting the PT system after wax injection, filling voids created by inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4620100.origind.pdf?sfvrsn=72baf7aa_04550503.FHWA
of the shaft inspection device, if applicable. 15. Details of environmental control procedures, to a deeper depth. Provide equipment capable of constructing shafts supporting non-bridge structures, be satisfactorily removed prior to inspection and prior to placing concrete. Use the wet construction method, will not allow polymer slurries during construction of drilled shafts for bridge foundations. Use, will require drilled shaft sidewall overreaming when inspections show it to be necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550503.fhwa.pdf?sfvrsn=af048eff_0D4 Public Hearing Report 2026 - Broward
TO CHANGE BROWARD COUNTY Florida Rail Enterprise 455276-1 - SFRC NEW RIVER BRIDGE TIMBERS WIND METERS, - SR-838/SUNRISE BLVD OVER INTRACOASTAL WATERWAY BRIDGE #860466 & 860467 Type of Work: BRIDGE-REPAIR, TO CHANGE BROWARD COUNTY Highways 444120-1 - MOVABLE BRIDGE INTEGRATION INTO TSM&O - VARIOUS LOCATIONS, 445891-1 - SR-870/COMMERCIAL BLVD BRIDGE OVER ICWW Type of Work: BRIDGE-REPAIR/REHABILITATION, Total for Project 445891-1 $10,211,969 445891-3 - SR-810/HILLSBORO BLVD. BRIDGE OVER ICWW Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---broward.pdf?sfvrsn=90b712af_30010300-122origind
, firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, including, -span box culvert is considered a bridge, where the length between the extreme ends of the openings, . Any structure not classified as a bridge that provides an opening under the roadway. Delay. Any, of the Engineer, assigned to make official inspections of the materials furnished and of the work, : “Standard Specifications for Road and Bridge Construction” an electronic book, applicable to all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0010300-122origind.pdf?sfvrsn=e419aa49_2Section92-110118.red
Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction Sections 334.044(2, of Transportation Standard Specifications for Road and Bridge Construction. Florida Department, inspections from the District Materials and Research Engineer (DMRE). The reduced scheduling frequency, : s S = standard deviation. X ̅ x = mean. (3) Previous plant Plant inspections, correction of any, . Upon meeting all criteria, the plant Plant may be changed to a reduced inspection frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/redline/section92-110118-red.pdf?sfvrsn=e438925d_12026 FDOT Structures Manual
” (see criteria in SDG Chapter 7) the thickness of C.I.P. bridge decks on beams or girders is 8-inches, for Road and Bridge Construction, Section 1 for Definitions. The Structures Manual and its Appendices, LRFD Bridge Design Specifications (LRFD). Structures Manual To p ic No. 625-020-028 Introduction, Publications 1. AASHTO/AWS D1.5M/D1.5- Bridge Welding Code, 2025 9th Edition. 2. Construction Handbook for Bridge Temporary Works, 2nd Edition (2017) 3. Guide Design Specifications for Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2026/2026-fdot-structures-manual.pdf?sfvrsn=953422ed_3FDOT CBI Team Leaders
. If you are not currently listed as active, and have taken a qualified bridge inspection refresher, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration CBI 0025, www.fdot.gov Page 1 of 8 Certified Bridge Inspector List CBI 0348 David Scott Hamilton No No 6/1/2024, of 8 Certified Bridge Inspector List CBI 0417 Natalie Rodriguez No Certified8/1/2024 CBI 0419, 0497 William Ryan Certified No 6/1/2024 11/8/2023 www.fdot.gov Page 3 of 8 Certified Bridge Inspector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/fdot-cbi-team-leaders.pdf?sfvrsn=e3938b0_12023 District One Letting and Project Information
Proposal ID County Major Work Type Addendum E1V14 Manatee Bridge Repair/Rehabilitation E1V10 Sarasota, Major Work Type Addendum E1V18 Highlands Resurfacing E1V21 Sarasota R&R Major Bridge Over Water E1W26-R0 Manatee Road and Bridge Sweeping E1W27 Districtwide Single Post Sign Repair and Replacement, Work Type Addendum E1V12 MOVED TO MAY 18, 2023 LETTING 1, 2 E1W29-R0 Lee BDIRoad and Bridge, Reconstruction, Guardrail Remove and Replace 1 E1W35-R0 Lee Roadway and Bridge Sweeping
https://www.fdot.gov/contracts/district-offices/d1/lettings/2023/2023-district-one-letting-and-project-informationDistrict 6 FY2026 Consultant Acquisition Plan Printable
Inspections Comments: 26603 AD Number: 3/3/2025 4/3/2025 4/7/2025 Advertise Longlist Shortlist 5/12/2025 7/31/2025 Final Selection Planned Execution 4.9 # of Months Contract Number: Bridge, : Workmix: Project Description: Districtwide Asbestos & Lead Abatement Supervision & Inspections Project, River, Bridge 870356 Comments: 26622 AD Number: 11/10/2025 12/10/2025 12/15/2025 Advertise, Number: Bridge-Repair/Rehabilitation Active Procurement Status: $704,970 Amount Actual Execution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/d6-consultant-acquisition-plan-printable.pdf?sfvrsn=a7b756c1_3Consultant Acquisition Plan Printable
Inspections Comments: 26603 AD Number: 3/3/2025 4/3/2025 4/7/2025 Advertise Longlist Shortlist 5/12/2025 7/31/2025 Final Selection Planned Execution 4.9 # of Months Contract Number: Bridge, : Workmix: Project Description: Districtwide Asbestos & Lead Abatement Supervision & Inspections Project, River, Bridge 870356 Comments: 26622 AD Number: 11/10/2025 12/10/2025 12/15/2025 Advertise, Number: Bridge-Repair/Rehabilitation Active Procurement Status: $704,970 Amount Actual Execution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/consultant-acquisition-plan-printable.pdf?sfvrsn=a26ec63d_35D3-02-13-25BSN
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): 45102815201(*) Federal Aid No: N/A Total Roadway Length: 0.062 Miles Contract Days: 60 Total Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/d3-02-13-25bsn.pdf?sfvrsn=b345a51d_10070702Admin.FHWA
Overloaded Equipment: Do not operate on any road, street or bridge including a Department owned temporary bridge, any hauling unit or equipment loaded in excess of: (1.) the maximum weights specified, weight limits legally established and posted for any section of road or bridge by the Department or local authorities. The governmental unit having jurisdiction over a particular road or bridge may, is deleted and the following substituted: 7-7.5 Contractor’s Equipment on Bridge Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0070702admin.fhwa.pdf?sfvrsn=4c2442b6_0D2-11-19-25BSN
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, ): 41021347273(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge, drainage systems, inspections via video camera, cleaning and desilting storm sewer sections as directed, ) EA 1.000 E425- 73- 7 MANHOLE FRAME & COVER EA 1.000 E432- 4- STORM SEWER INSPECTION (VIDEO CAMERA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/d2-11-19-25bsn.pdf?sfvrsn=892893bd_3