2219 search results for bridge inspection
Certified Bridge Inspector Sort by Number
Certified Bridge Inspector Sort by Number, is active. If you are not currently listed as active, and have taken a qualified bridge inspection refresher class after January 1, 2012 as described in the document "Safety Bridge Inspection Team
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-number-jan-2019-internet_a9f1bcd7-4b3f-4db1-b17f-9f69591c9015.pdf?sfvrsn=56546821_0DEV173SSPI (2-13-19)
the injection operations. Prior to beginning any work, submit a report documenting this inspection, . Additionally, monitor all directly adjoining structures, such as adjacent bridge spans, road surfaces, or structure to the desired grade. 173-5.9 Sleeper Slabs: For bridge approach slabs that have sleeper, of the pipe and storm drain system through inspection, either visual or by remote camera, to determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev173sspi-(2-13-19).pdf?sfvrsn=c866328e_1E54D0
/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date, 50.000 E110- 2- CLEARING & GRUBBING AC 5.000 E432- 4- STORM SEWER INSPECTION (VIDEO CAMERA) LF 500.000, TIMBER BREAK POST) EA 5.000 E536-306-501 END ANCHOR ASSEM BRIDGE (REPL SPECIAL END SHOE) EA 5.000, INSPECTION TYPE I & II EA 5.000 E544- 8- 2 CRASH CUSHION STANDARD MAINT (CLEAN, ADJ MAINTAIN) EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e54d0.pdf?sfvrsn=467acbd2_1DEV102-990SWZ (12-2-25)
of the schedule of these inspections and give them the opportunity to join in the inspection as deemed, inspection immediately after set up. During operations with lane closures, the Worksite Traffic, traffic arrangements. 6.Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects, , bicyclist, and business accommodations. 7.Performs routine SWZ device physical inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990swz-(12-2-25).pdf?sfvrsn=7d0f4de1_49600202.FHWA
. Test anchorages in accordance with AASHTO LRFD Bridge Construction Specifications, inspection details, anchorage inspection details, permanent anchorage caps, and application limits, ) is deleted and the following substituted: 5. Test anchorages in accordance with AASHTO LRFD Bridge, , inlets, outlets, drains, high point outlet inspection details, anchorage inspection details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9600202.fhwa.pdf?sfvrsn=57771030_0MD00900LS
to the Contract Lump Sum Price. 9-11.2 Notification of Quality Assurance Inspection Arrangements for Fabrication of Critical Items: In order to facilitate quality assurance inspection, Commercial Inspection as stated in 460-23. The fabrication schedule must be submitted to the Department’s Commercial Inspection State Materials Office, with a copy provided to the Engineer, before, to: steel bridge components, overhead cantilevered sign supports with cantilevered arms exceeding 45 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/md00900ls.pdf?sfvrsn=d7e8e139_0fdot-bdv31-977-143-rpt
A. Faraone Bridge Software Institute Engineering School of Sustainable Infrastructure, Report No. 9. Performing Organization Name and Address Bridge Software Institute University, 16. Abstract When performing geotechnical design of bridge foundations, two sources of uncertainty, and construction costs can be significant relative to those allocated for other bridge components, phenomena can lead to increased uniformity in levels of conservatism associated with bridge foundation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-143-rpt.pdf?sfvrsn=ec0fd251_5E8U96BSN
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 must, /bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 1825 Total Bridge Length: 0.000 Miles, the full advertisement Description: This performance-based contract requires the inspection, management
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/assetmaintenanceprojects/e8u96/e8u96bsn.pdf?sfvrsn=edd727c9_1PublicHearing_MARION COUNTY_Summary_2025-2029
- I-75 WILDWOOD WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM, 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $454,457 $468,088 $487,617, : ROUTINE MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract, : ROUTINE MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance, of Work: ROUTINE MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 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_summary_2025-2029.pdf?sfvrsn=9fb3c816_1E6P36BSN
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, - ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Bridge Length: 0.000 Miles Letting Date: 01/13/25 Total Proposal Length: 0.000 Miles Contract, for an Asset Maintenance contract that consists of inspection, management, and performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p36/e6p36bsn.pdf?sfvrsn=2cb57c42_1E21U0-R0
Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 04/16/25 Total Proposal Length: 0.000, of contract letting. The Vehicular Impact Attenuators inspection and cleaning will occur every April, (REPLACE) (TYPE ET 2000) EA 3.000 E536- 6- 46 END ANCHORAGE ASSEM (REPLACE) (BRIDGE) EA 4.000 E536, (REPL GUARDRAIL BEAM) EA 1.000 E536-306-501 END ANCHOR ASSEM BRIDGE (REPL SPECIAL END SHOE) EA 3.000 E536-306-509 END ANCHOR ASSEM BRIDGE (REPL ANCHOR PANEL SECT) EA 3.000 E536-308-501 END ANCHOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21u0-r0.pdf?sfvrsn=81ac219c_14520402.origind
Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 4-285-18-15) SUBARTICLE 452-4.2 is deleted, curves on a continuous layout of an entire unit of the bridge between expansion joints. Maintain, completion of erection of the unit in the bridge between expansion joints, for inspection and consolidation of the bottom corners when the next load is placed in the webs, ’s Segmental Bridge Design CriteriaStructures Manual edition noted in the Plans. Obtain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4520402.origind.pdf?sfvrsn=47aca6e5_0E6P87BSN
of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, specifiedinthemostcurrenteditionoftheDepartment’s Standard Specifications for Road and Bridge Construction, /contracts/cpp-online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge, Bridge Length:0.000MilesLetting Date:01/27/26 Total Proposal Length:0.000MilesContract Execution, contract that consists of inspection, management, and performance of maintenance on all components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p87/e6p87bsn.pdf?sfvrsn=ad55face_21-5. G. Mullins - Estimating the As-Placed Grout Volume of ACPs
volume monitoring systems and increased details in field inspection logs, the as-built volume of grout, Head Vo l u me, grout head required by FDOT 2020 Standard Specifications for Road and Bridge, or 20% of total pile length (5ft or 10% for non-bridge foundations). • Vo l ume 3: Incremental Vo l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2024/1-5-g-mullins---estimating-the-as-placed-grout-volume-of-acps.pdf?sfvrsn=18adcaa0_1Section11.6-062518_1-19WB
(SSPC-PA) Guide 13/AASHTO National Steel Bridge Alliance (NSBA) Steel Bridge Collaboration S.8.1, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section11-6-062518_1-19wb.pdf?sfvrsn=34a51280_1Section11.6-062518_1-19WB
(SSPC-PA) Guide 13/AASHTO National Steel Bridge Alliance (NSBA) Steel Bridge Collaboration S.8.1, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section11-6-062518_1-19wb.pdf?sfvrsn=63768d21_15300201int
revetment system is intended for use as bridge abutment protection, include the following drawings, to bridge abutments, detail mat placement around open in curves, connections, protection of mat, of the riprap by visual inspection at the project site. Resolve any difference of opinion with the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5300201int.pdf?sfvrsn=1a300878_15300201ind
revetment system is intended for use as bridge abutment protection, include the following drawings, to bridge abutments, detail mat placement around open in curves, connections, protection of mat, of the riprap by visual inspection at the project site. Resolve any difference of opinion with the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5300201ind.pdf?sfvrsn=cb0e9d70_1E51F4
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting:05240206Call Order:004Proposal:E51F4District:05 Counties:LAKE Road Name:SR 33 / SR 50 Limits:11020002 Project(s):44709315201(*) Federal Aid No: N/A Total Roadway Length:0.640MilesContract Days:180 Total Bridge Length:0.000MilesLetting Date:02/06/24 Total Proposal Length:0.640MilesContract, 0108- 1-MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING (44709315201) LS1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e51f4.pdf?sfvrsn=e7afa4c6_13340501int
of visual inspection. The Engineer may require the Contractor to run process control tests, in 334-1.4. Density testing for acceptance will not be performed on asphalt courses placed on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3340501int.pdf?sfvrsn=7efd3cae_1