2219 search results for bridge inspection

1050806-724IMPL

With the exception of concrete traffic railing and bridge approach slab placements, a Level 2 Inspector, . A Level 2 Inspector's duties may include ensuring that concrete testing, inspection, and curing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1050806-724impl.pdf?sfvrsn=d7fc56cd_1

9600100-722FHWA

and Section 462. 2. Test typical local zone reinforcement for compliance with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications, as applicable. Include, , anchorages, inlets, outlets, 9600100 All Jobs drains, high point inspection port details, anchorage inspection details, permanent anchorage caps, application limits of the PT system, and installation, . Test typical local zone reinforcement for compliance with AASHTO LRFD Bridge Design Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9600100-722fhwa.pdf?sfvrsn=ee7a2e9c_2

4600604.origind

, comply with the AWS D1.1 Structural Welding Code. as welland the weld inspection as the additional, . 460-6.4.2 Tubular Bridge or Overhead Sign Structures: Comply with the requirements of the AWS D1.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4600604.origind.pdf?sfvrsn=312f7076_0

0050700.impl

, bridge, and miscellaneous items. When performing utility construction as part of the project, establish, to the Engineer at the time of completion of the project. The Engineer’s inspection, checking

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0050700.impl.pdf?sfvrsn=b39a7cf5_0

5460000.origind

on the basis of visual inspection by the Engineer with no further testing required. 546-3, on the roadway length minus bridge lengths for each shoulder on which rumble strips

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_0

4600000.resp

the markings to low stress or compression areas is not always possible. Many areas of the bridge, ) 460-6.1 - Aren't "qualified welders, qualified weld procedures, and qualified inspection personnel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4600000.resp.pdf?sfvrsn=99e9d1bc_0

section116vii-33115

. SSPC-PA Guide 13/AASHTO NSBA Steel Bridge Collaboration S.8.1 Technical Data Sheet June 1982 82-08, assurance inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section116vii-33115.pdf?sfvrsn=f94dfb25_1

9621005ind

with the latest edition of AASHTO LRFD Bridge Design Specifications. Supply joint systems for which identical, is not required for temporary seals. Submit watertight seal details for the splice. Shop inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621005ind.pdf?sfvrsn=4e75a8ca_2

District 2 Statewide Maintenance Contacts

Manager (Movable) (904) 360-5287 Dale Stone Structural Inspection Supervisor (386) 961-7020 Jennifer, ) 961-7014 JACKSONVILLE BRIDGE OFFICE 5729 Grace Lane, MS 2817Jacksonville, FL 32205PHONE: (904

https://www.fdot.gov/maintenance/statewide-contacts/district2mapcontacts.shtm

E54D8

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05251202 Call Order: 002 Proposal: E54D8-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name: DRAINAGE REPAIR Limits: Midpoint Project(s): 41232657264(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date, 125.000 E432- 4- STORM SEWER INSPECTION (VIDEO CAMERA) LF 71,400.000 Page 14 Bid Solicitation Notice

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e54d8.pdf?sfvrsn=b6d0df8f_1

EO Memo 23-01

Requirements Bridge Inspection Reports Geotechnical Data Survey Data Drainage Analysis (Note, , historical geotechnical data, survey data, bridge inspection reports, drainage calculations, Project, to complex bridge types (e.g. multi-level interchanges, long bridges over water, tunnels, movable bridges, DocuSign Envelope ID: FC2AA994-43BF-462F-9FC1-D6E46916923F data, geotechnical information, bridge, and construction criteria:  Preliminary geotechnical survey including bridge borings, wall borings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/eo-memo-23-01.pdf?sfvrsn=a60dbd_1

Agency Term Contract - Truck Mounted Sewer Cleaner

demonstration and inspection at an FDOT location of our choosing, or any combination of the above. Prospective, will be reconfirmed by inspection, documentation, and demonstration when the first and subsequent items, inspection: Bidder shall include in the bid price the cost of a post delivery inspection service of the equipment, approximately 30 days after it is placed in service. The inspection shall be performed by skilled and trained factory or dealer personnel. The inspection service shall include the following

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---truck-mounted-sewer-cleaner.pdf?sfvrsn=6b45e68c_3

All CEOPs

#625-000-002 FDOT Design Manual 121 - Bridge Project Development 1 121 Bridge Project Development 121.1, ) • The Standard Plans (Topic No. 625-010-003) • The AASHTO-LRFD Bridge Design Specifications, , notify the DSME a minimum of 90 days prior to engaging in any action in, on, or around the bridge, Engineer (SSDE). Each District, Topic #625-000-002 FDOT Design Manual 121 - Bridge Project, structural components. Also, take into account considerations for future maintenance inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/all-ceops.pdf?sfvrsn=40790aec_1

D5-08-05-25BSN

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, : 300 Total Bridge Length: 0.000 Miles Letting Date: 08/05/25 Total Proposal Length: 0.000 Miles, : 180 Total Bridge Length: Letting Date: 08/05/25 Total Proposal Length: 0 .000 Miles 0.46 5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/d5-08-05-25bsn.pdf?sfvrsn=e2b36d43_1

D1-08-15-24BSN

for Road and Bridge Construction, or as amended by the project Specifications Package or any, current edition of the Department’s Standard Specifications for Road and Bridge Construction, _assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special Provisions, /A Total Roadway Length: 6.165 Miles Contract Days: 140 Total Bridge Length: 0.000 Miles Letting Date, and resurfacing, and pavement markings on State Road 700 (US 98) from bridge #910090 northwesterly to NW 80th

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_1
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