2222 search results for bridge inspection
SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, for a period of not less than two years including at least three Department bridge projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/design-build/sp1050813db.pdf?sfvrsn=ffc04d67_3SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, for a period of not less than two years including at least three Department bridge projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/design-build/sp1050813db.pdf?sfvrsn=682a2f17_4SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, for a period of not less than two years including at least three Department bridge projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/design-build/sp1050813dba0619a8470d74dba99e28541b42b74d6.pdf?sfvrsn=3bb3eb6c_1SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, for a period of not less than two years including at least three Department bridge projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/design-build/sp1050813db.pdf?sfvrsn=b33c233d_1SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, including at least three Department bridge projects. The experience may have been obtained while
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp1050813db.pdf?sfvrsn=56425052_1SP1050813DB
. Provide qualified and trained personnel to perform foundation testing, inspection, on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer, Department bridge projects. This “responsible charge” experience shall include verifiable experience, including at least three Department bridge projects. The experience may have been obtained while
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp1050813db.pdf?sfvrsn=38a20a6d_14500204.FHWA
inspections, curing, and disposition of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials, to the Engineer. Ensure records are available at all times for the Engineer’s inspection. SUBARTICLE 450-3.2, : a.TheprovisionsoftheContractDocuments. b.TheAASHTO LRFD Bridge Design Specifications, edition, proportioning, pre-placement, placement, post-placement inspections, curing, and disposition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4500204.fhwa.pdf?sfvrsn=ebae688e_02024FDM128FedAidCert
, contract administration, and project inspections on Federal-aid highway projects except for those, may also be required on unusual bridge typical sections. (2) Pavement Design Package, to document the acceptability of the package in lieu of FHWA review and concurrence. (3) Bridge, . (4) Bridge Development Report: The bridge development report is developed and approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm128fedaidcert.pdf?sfvrsn=8cfa8e48_1D4 Public Hearing Report 2025 - Districtwide
234060-9 - DISTRICT 4 LOCAL GOVERNMENT BRIDGE INSPECTION SERVICES - OFF SYSTEM Type of Work: BRIDGE, INSPECTION SERVICES - ON SYSTEM Type of Work: BRIDGE OPERATIONS Phase Fund Code 2025 2026 2027 2028, FOR BRIDGE INSPECTION OF STATE BRIDGES Type of Work: BRIDGE OPERATIONS Phase Fund Code 2025 2026 2027 2028, 441310-3 $1,277,000 $1,680,000 $1,606,000 441310-4 - BRIDGE INSPECTION OF STATE BRIDGES-CONTINUING, $4,000,000 449481-1 - DISTRICT 4 LOCAL GOVERNMENT BRIDGE INSPECTION SERVICES - OFF SYSTEM Type of Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2025---districtwide.pdf?sfvrsn=22cba7b6_3SS4000700
. 400-7.1.3 Wind Velocity Restrictions: Do not place concrete for bridge decks if the forecast, . 400-21.2Investigation,DocumentationandMonitoring:TheEngineerwillperform a thorough inspection, of 7 days after the bridge has been opened to full unrestricted traffic. The Engineer will measure, , the results on a drawing referred to as a crack map. After initial inspection, the Engineer will monitor and document the growth of individual cracks at an inspection interval determined by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4000700.pdf?sfvrsn=b9758897_0SS4000700
. 400-7.1.3 Wind Velocity Restrictions: Do not place concrete for bridge decks if the forecast, . 400-21.2Investigation,DocumentationandMonitoring:TheEngineerwillperform a thorough inspection, of 7 days after the bridge has been opened to full unrestricted traffic. The Engineer will measure, , the results on a drawing referred to as a crack map. After initial inspection, the Engineer will monitor and document the growth of individual cracks at an inspection interval determined by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss400070010a3641374a04da99d3101f8eda5be54.pdf?sfvrsn=f6c534c2_05210000.FHWA
wall. Do not use permanent precast concrete barrier wall on bridge or box culvert structures, ; therefore, assume responsibility for performance of all quality control testing and inspections required, and inspections using CTQP qualified testing personnel. Perform compressive strength testing, intervals. For barrier wall on bridge structures or approach slabs, space contraction joints as shown, for expansion joints or open joints. Barrier wall on bridge structures and approach slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5210000.fhwa.pdf?sfvrsn=b7a8824b_05210000.FHWA2
. Do not use permanent precast concrete barrier wall on bridge or box culvert structures, , assume responsibility for performance of all quality control testing and inspections required, and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory, . For barrier wall on bridge structures or approach slabs, space contraction joints as shown, for expansion joints or open joints. Barrier wall on bridge structures and approach slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5210000.fhwa2.pdf?sfvrsn=20b9451_01050302-MM12.1.resp
Leader - Bridge and Foundation Engineering Team Federal Highway Administration Turner-Fairbank, inspections are to be performed by a ‘qualified’ technician. Suggest adding a note to clarify who would, . Louis N. Triandafilou, P.E. Louis N. Triandafilou, P.E. Team Leader - Bridge and Foundation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1050302-mm12.1.resp.pdf?sfvrsn=4def8480_0E6P87RFP
activities such as desilting, video inspection, aquatic herbicide application, regrading, and vegetation, , including on-off-ramps, frontage roads, slope areas, under-bridge roads, also, identified hot spots. iii, structures' work orders in a timely manner based on the inspection reports' recommendations. How would you address issues noted in the quality assurance reviews of the Bridge Work Orders provided, inspections. While we understand you are working with a very tight schedule, construction teams
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p87/e6p87rfp.pdf?sfvrsn=9cf9ae7d_2SS1050302
, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications, a l s Engineering Council (CMEC) program accreditation or other independent inspection program, and the following substituted: 105-8.8SupervisoryPersonnel–Post-Tensioned and Movable Bridge Structures, for the post-tensioned and movable bridge types detailed in this Article. Submit qualifications, activities to facilitate inspection by the Engineer. 105-8.8.7.1 Post-Tensioning: Perform all PT field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1050302.pdf?sfvrsn=8580363e_01050404MM111V2FHWA
of their incorporation in the work to allow time for sampling, testing and inspection. Notify, items requiring commercial inspection at least 30 days before beginning fabrication. These items include steel bridge components, moveable bridge components, pedestrian bridges, castings, forgings, other item identified as an item requiring commercial inspection in the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1050404mm111v2fhwa.pdf?sfvrsn=109ece64_12025-PublicHearing_MIAMI_DADE_COUNTY_Summary
OF I-95 TO MACARTHUR CSWY BRIDGE Type of Work: BRIDGE-REPLACE AND ADD LANES Phase Funding Source 2027, for Project 418423-6 $6,010,000 $10,000 $10,000 422713-4 - VENETIAN CAUSEWAY BRIDGE #874460 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2027 2028 2029 2030 2031 Construction Federal $4,450,000, $15,110,000 422713-5 - VENETIAN CAUSEWAY BRIDGE #874461 Type of Work: BRIDGE REPLACEMENT Phase Funding, /Segment SUBJECT TO CHANGE MIAMI-DADE COUNTY Highways 422713-6 - VENETIAN CAUSEWAY BRIDGE #874463
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6-work-program-docs/2025-publichearing_miami_dade_county_summary.pdf?sfvrsn=4289420d_1fdot-bdv27-977-18-rpt
when corrosion initiates, i.e., at an earlier time. Several cores were obtained from Bridge #880005, to corrosion of the reinforcement. For Bridge #100585 (Gandy Bridge), cores were obtained from areas, to more than one inch). See profiles for columns 13 and 11 from Bridge #880005. Regarding whether, ......................................................................................................................................13 1.7.3 – Bridge in Denmark, Sebastian Inlet Bridge (Bridge # 880005) ....................................................57
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv27-977-18-rpt.pdf?sfvrsn=3cc9efa0_3FHWA Emergency Relief DDIR Final Closeout (Permanent Repair)
or stationing documented o GPS locations verified o Sketch/map attached Roadway and Bridge IDs, engineering/inspection (CEI) □ Provide supporting documentation for cost reimbursement Confirmation, Notice to Proceed and Notice of Completion o Final Inspection and Acceptance of Federal Aid Project, Officer within your District Work Program Office □ Federal Aid closeout documents Final inspection, □ Ensure all required documentation is archived Damage assessment reports Inspection reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/emergencymanagement/library/documents/fhwa-emergency-relief-ddir-final-closeout-(permanent-repair).pdf?sfvrsn=f47419d3_1