2219 search results for bridge inspection
OOM_20240208_FDOT-CBI-Team-Leaders
taken a qualified bridge inspection refresher class, please send a copy of your certificate, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0025, O'Grady Certified No 11/7/2024 2/8/2024 www.fdot.gov Page 1 of 8 Certified Bridge Inspector List, Certified 11/7/2024 2/8/2024 www.fdot.gov Page 2 of 8 Certified Bridge Inspector List Number First, Fernando R. Carreno Certified No 3/15/2027 2/8/2024 www.fdot.gov Page 3 of 8 Certified Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240208_fdot-cbi-team-leaders.pdf?sfvrsn=9e3f9201_1OOM_20240403_FDOT-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, Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0344 John Edward O'Grady, Evan Frank Vanderhoof Certified No 5/11/2028 4/3/2024 www.fdot.gov Page 2 of 8 Certified Bridge, www.fdot.gov Page 3 of 8 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240403_fdot-cbi-team-leaders.pdf?sfvrsn=80f9aca1_1Part 2 Chapter 3 Training_10.23.2024
Bridge Inspection Reports (BIRs) for every public bridge in Florida. PMs must obtain BIRs for each bridge in the existing corridor . The PM should also coordinate Wildlife Crossing features. Document the following bridge elements in the PER . Include a statement in the PER of any elements, with an estimated cost of $50 million or more for non-bridge projects or $40 million or more for bridge, Engineering Report (Section 3.2.10.2) For bridge projects, a PER can be substituted with a Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/part-2-chapter-3-training_10-23-2024.pdf?sfvrsn=16ea7e76_3Historical Item Averages Market Area 04
DETOUR- TEMPORARY BRIDGE 0102 3 1 $99.00 $8,573.40 86.600 CY N COMMERCIAL MATERIAL FOR TEMPORARY, EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 1 $16,000.00 $32,000.00 2.000 LS N, INDEX 400-011 0400 2 4 3 $1,541.31 $1,195,595.00 775.700 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 5 2 $3,120.61 $346,700.00 111.100 CY N CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 0400 2 10 3, $399,600.00 133.200 CY N CONCRETE CLASS II, MASS, BRIDGE SUBSTRUCTURE 0400 4 5 2 $2,087.51
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-04.pdf?sfvrsn=aed33433_47-08DesignBuildBoilerplate
for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length between, design and construction phases, and in some cases construction engineering and inspection, . Inspector. AnauthorizedrepresentativeoftheEngineer,assignedtomake official inspections of the materials, Specifications for Road and Bridge Construction” a bound book, applicable to all Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/july-2008/design-build/7-08designbuildboilerplate.pdf?sfvrsn=6cfaad75_0D4 Public Hearing Report 2026 - Palm Beach
of Work: BRIDGE REPLACEMENT Phase Fund Code 2026 2027 2028 2029 2030 Contract Incentives SA $1,000,000, SR-850/NORTHLAKE BLVD TO PARKER BRIDGE Type of Work: FEASIBILITY STUDY Phase Fund Code 2026 2027 2028 2029, for Project 441570-1 $16,236,764 442891-2 - SR-5/US-1 OVER EARMAN RIVER (C-17) BRIDGE 930003 Type of Work: BRIDGE REPLACEMENT Phase Fund Code 2026 2027 2028 2029 2030 Contract Incentives ACBR $300,000 Total for Project 442891-2 $300,000 443867-2 - SR-811/ALT A1A OVER LOXAHATCHEE RIVER BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---palm-beach.pdf?sfvrsn=60bcb341_5NASSAU_Draft Tentative Work Program Public Hearing_By Project_10-11-2023
ROAD OVER MCQUEEN SWAMP BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2025, $1,063,000 $656,606 447863-1 - I-95 YULEE WEIGH STATION - INSPECTION BARN UPGRADES Type of Work, MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State, MAINTENANCE Phase Funding Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State, 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $70,254 $72,360 Total for Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/nassau_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=ad227064_1NASSAU_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023
- CRANDALL ROAD OVER MCQUEEN SWAMP BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT Phase Funding, - I-95 YULEE WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM, Bridge/Roadway/Contract Maintenance State $70,254 $72,360 Total for Project 414418-1 $70,254 $72,360, 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $300,000 $300,000 $300,000, Source 2025 2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $50,000 $50,000 $50,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/nassau_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=f1c5e4eb_12024 District Seven Letting and Project Information
Prequalification Required E7Q39 Hillsborough Bridge Repair/Rehabilitation Prequalification Required, Place Proposal ID County Major Work Type Addendum E7Q53 Pinellas Bridge-Repair/Rehabilitation, Inspection of Storm Sewer System E7U05-R0 Pinellas Asphalt Repair E7U07-R0 Districtwide Barrier Wall, Major Work Type Addendum E7Q94 Pinellas BDISR 679 Bridge-Repair/Rehabilitation E7U06-R0 Pasco Mowing, Bridge Masters Construction, LLC 3/1/2024 March 13, 2024 Posted on March
https://www.fdot.gov/contracts/district-offices/d7/lettings/2024/2024-district-seven-letting-and-project-information2024 FDM Complete
………………………………………. (10) Existing Bridge Inspection Report………………………… (11) Existing Bridge Load Rating, : , Signature Date Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name, ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. (2) Roadway Plans in Vicinity of Bridge (a) ….………………... (3) Maintenance of Traffic Requirements (a) ….…………….… (4) Bridge Hydraulics Report (c) ….…………………………….. (5) Geotechnical Report (c) ….………………………………….. (6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_92026 FDM Complete
Bridge Plans ………………………………………. Select Status (10) Existing Bridge Inspection Report, of each form. . . Forms : • 110……….. Proprietary Product Certification • 121-A…….. Bridge, Form 121-A 4 Bridge Development Report Submittal Checklist Project Name Financial Project ID, ) (1) Typical Sections for Roadway and Bridge (a) … . …………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) … . ………………... Select Status (3) Maintenance of Traffic Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026-fdm-complete.pdf?sfvrsn=d620b4ad_92023 FDM Complete
) Existing Bridge Plans………………………………………. Select Status (10) Existing Bridge Inspection Report, of each form. January 1, 2023 1 Form 121-A Form 121-A Bridge Development Report Submittal, No Date FDOT Project Manager ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023-fdm-complete.pdf?sfvrsn=b3c97f6a_42010Master
FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, ............................... 368 370 Bridge Approach Expansion Joints, 1 6 4 5 8 Bridge Deck Joints, .................................................................................... 639 506 Bridge Drainage System, .............................................................................................. 906 TIMBER PRODUCTS AND MATERIALS 951 Inspection of Timber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/ebook/2010master.pdf?sfvrsn=a427c160_0D3-06-13-24BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications, specified 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, Miles Contract Days: 330 Total Bridge Length: 1.038 Miles Letting Date: 06/13/24 Total Proposal, with a polymeric fender system for SR 8 (I-10) over Apalachicola River, Bridge Nos. 500086 & 500087
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jun13/d3-06-13-24bsn.pdf?sfvrsn=4349edba_1Compiled Summary of Changes
for the project. Provide qualified and trained personnel to perform foundation testing, inspection, ) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing, three Department bridge projects. This “responsible charge” experience shall include verifiable, of not less than two years including at least three Department bridge projects. The experience may, qualification. Inspectors assigned to monitor the construction of ACP for non-bridge structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/compiled-summary-of-changes.pdf?sfvrsn=9a4beab9_4SPM7150000-724-i19433
during the performance of any of the work described herein. Perform all inspection and repair services, , including hinges, latches, fasteners, locks, snaps, cover plates, inspection plates, pole caps, nuts, such Electrical Components. 6. Re-tightening of bridge mounted pole base bolts If so directed, labor, and inspection purposes. 715-6.1.4 Glassware or Plastic : Clean refractors (glassware) when any minor, for Road and Bridge Construction and is consistent with the existing lighting system. All new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm7150000-724-i19433.pdf?sfvrsn=7654aa2f_1SPM7150000-725-i19923
occurring during the performance of any of the work described herein. Perform all inspection, . Hardware, including hinges, latches, fasteners, locks, snaps, cover plates, inspection plates, , and other such Electrical Components. 6. Re-tightening of bridge mounted pole base bolts If so, for warranty and inspection purposes. 715-6.1.4 Glassware or Plastic : Clean refractors (glassware) when, Electrical Code, Florida Department of Transportation Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm7150000-725-i19923.pdf?sfvrsn=9a628e68_100900LSSP
. 9-11.2 Notification of Quality Assurance Inspection Arrangements for Fabrication of Critical Items: In order to facilitate quality assurance inspection for fabrication of critical items, the Contractor must submit a fabrication schedule for all items requiring Commercial Inspection as stated in 460-23. The fabrication schedule must be submitted to the Department’s Commercial Inspection State, . Fabrication of critical items include, but is not limited to: steel bridge components, overhead
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00900lssp.pdf?sfvrsn=8d98d1a3_000900LSSP
of Quality Assurance Inspection Arrangements for Fabrication of Critical Items: In order to facilitate quality assurance inspection for fabrication of critical items, the Contractor must submit a fabrication schedule for all items requiring Commercial Inspection as stated in 460-23. The fabrication schedule must be submitted to the Department’s Commercial Inspection State Materials Office, of critical items include, but is not limited to: steel bridge components, overhead cantilevered sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/00900lssp.pdf?sfvrsn=693b8e2e_0SP0090103LS
Lump Sum Price. 9-11.2 Notification of Quality Assurance Inspection Arrangements for Fabrication of Critical Items: In order to facilitate quality assurance inspection for fabrication of critical, 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, or at, the pre-construction meeting. Fabrication of critical items include, but is not limited to: steel bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0090103ls.pdf?sfvrsn=c367c883_0