1780 search results for bridge inspection

2024 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-information

2025 FDM Complete

Plans………………………………………. Select Status (10) Existing Bridge Inspection Report………………………… Select Status, . , Signature Date 3 Form 121-A Form 121-A Bridge Development Report Submittal Checklist 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/2025/2025-fdm-complete.pdf?sfvrsn=624b0e74_10

2023 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_4

3460203-723origind

are designated as Class I (Seal), Class I (Pavement), Class II, Class II (Bridge Deck), Class III, ) 3,000 0.53 8 I (Pavement) (1) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2) II (Bridge Deck, (Pavement) (1) , and II, and III (Seal) 470 II (Bridge Deck), III (12) , IV, IV (Drilled Shaft, . 346-3.45.3 Surface Resistivity Test: Ensure that the Class II (Bridge Deck), Class IV, Class V, placement operations. Based on the inspection results of the field demonstration mockup, the acceptance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3460203-723origind.pdf?sfvrsn=1cd4617e_1

2010Master

 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_0

D3-06-13-24BSN

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_1

Compiled 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_4

SPM7150000-724-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_1

SPM7150000-725-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_1

00900LSSP

. 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_0

00900LSSP

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_0

SP0090103LS

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

SP0090103LS

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 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, meeting. Fabrication of critical items include, but is not limited to: steel bridge components

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0090103ls.pdf?sfvrsn=450906b0_0

E1X04RFP

and Inspection: . . . . . . . . ................................................... 2 7 U. Testing, Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge Plans 170140 I-75 Over Toledo

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04rfp.pdf?sfvrsn=3ed34e5c_1

E1X04Addendum001

: . . . . . . .................................................................................. 2 7 T. Construction Engineering and Inspection, DOCUMENTS E01 - As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum001.pdf?sfvrsn=85bb5769_1

E1X04Addendum002

. Construction Engineering and Inspection: . . . . . . . . ................................................... 2, 2023-01c dated 4/11/2023 Page 5 of 57 EXEMPT DOCUMENTS E01 - As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum002.pdf?sfvrsn=8b0091c4_1

E1X04Addendum003

: . . . . . . .................................................................................. 2 7 T. Construction Engineering and Inspection, - As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge Plans 170140

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum003.pdf?sfvrsn=49e22945_1

TP-11-08-24BSN

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 must, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, Bridge Length: 0.430 Miles Letting Date: 11/08/24 Total Proposal Length: 20.724 Miles Contract, , materials, equipment and incidentals necessary for new road construction, new bridge construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/tp-11-08-24bsn.pdf?sfvrsn=82bfd70f_1

TP-12-19-24BSN

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, /bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, Bridge Length: 0.430 Miles Letting Date: 12/19/24 Total Proposal Length: 20.724 Miles Contract, , materials, equipment and incidentals necessary for new road construction, new bridge construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/tp-12-19-24bsn.pdf?sfvrsn=ab934fcf_1
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