1780 search results for bridge inspection

SP4550000DBD01-722FHWA

........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger, soils or rock. Correct any deficiencies found by the divers. Upon completion of inspection, indicating the results of their underwater inspection before requesting authorization to place the seal, inspection. Provide individual straight-line marks at 1- ft intervals numbered at least every 5 ft. Use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_2

SP4550000DB-722AddChngFHWA

(Other Than Bridge) Foundations- Auger Cast Piles, completion of inspection by the divers, the Department may also elect to inspect the work before, report by the divers to the Engineer indicating the results of their underwater inspection before, to facilitate inspection. Provide individual straight-line marks at 1- ft intervals numbered

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2

SP4550000DB-122FHWA

........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, found by the divers. Upon completion of inspection by the divers, the Department may also elect, of their underwater inspection before requesting authorization to place the seal concrete. 455-1.4 Vibrations, to facilitate inspection. Provide individual straight-line marks at 1-ft intervals numbered at least

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_2

09292022-2

. FDOT has dispatched 100 engineers working in teams of 2 to perform bridge inspections. Cut, to local law enforcement and county officials for potential detours. FDOT bridge inspectors, with bridge closures across impacted areas Current conditions are highly hazardous. Please stay off, – closed Turkey Lake Service Plaza – closed Road and Bridges Current Major Road and Bridge Closures, directions Lee County Pine Island Road Bridge Sanibel Causeway Manatee CountyCortez Bridge John Ringling

https://www.fdot.gov/info/co/news/2022/09292022-2

ICYMI - Governor DeSantis Issues Updates on State Response - Hurricane Debby Makes Landfall as a Category 1 in the Big Bend

, service plazas, and weigh stations. Barges at the Howard Frankland Bridge construction site are secured, encourages drivers to download the FL511 app or visit FL511.com for road/bridge closures and potential, river crossings including Suwannee, Santa Fe, Aucilla, and Ochlockonee Rivers. 120 Bridge, closed. Lee County US 41 Flooding on US 41 Business North, at Edison Bridge. All lanes, Rd. All lanes closed. Pinellas County I-275/Sunshine Skyway Bridge – All lanes closed

https://www.fdot.gov/info/co/news/2024/08052024

E21B5Addenda003

of the Standard Specifications for Road and Bridge Construction, or as amended by the project, and Bridge Construction. Insurance companies must be authorized to do business in the State of Florida, :// www.fdot.gov/contracts/cpp_online_ordering/bidder_assist.shtm , Standard Specifications for Road and Bridge, /A Total Roadway Length: 1.704 Miles Contract Days: 850 Total Bridge Length: 0.030 Miles Letting Date, Structures 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 226.100 0400- 2- 5 CONCRETE CLASS II

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5addenda003.pdf?sfvrsn=cf9eb983_1

D2-05-21-25BSN

with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do business, for Road and Bridge Construction and the Special Provisions for instructions for submission, (*) Federal Aid No: N/A Total Roadway Length: 1.704 Miles Contract Days: 850 Total Bridge Length, Quantity Section 0001 Structures 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 226.100 0400- 2- 5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn.pdf?sfvrsn=d6be70d8_4

4550000DB.FHWA

........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, of inspection by the divers, the Department may also elect to inspect the work before authorizing, to the Engineer indicating the results of their underwater inspection before requesting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_0

FMTP24

% is in Fair condition; 0.6% is in Poor condition 2022 Bridge Conditions For FDOT owned NHS bridges

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24.pdf?sfvrsn=e7fa3bab_1

FHWA Memos

, or corporation submitting a proposal for the proposed work. Bridge. A structure, including supports, culvert is considered a bridge, where the length between the extreme ends of the openings exceeds 20, be referred to as a Critical Activity. Culverts. Any structure not classified as a bridge, . An authorized representative of the Engineer, assigned to make official inspections, . Standard Specifications: “Standard Specifications for Road and Bridge Construction” an electronic book

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/fhwa-memos.pdf?sfvrsn=851f51e4_2

D5-11-07-23BSN

Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, 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, Counties: VOLUSIA Road Name: SR-44 SOUTH CAUSEWAY BRIDGE 790152 WEST SEAWALL REHAB Limits, Bridge Length: Letting Date: 11/07/23 Total Proposal Length: 0. 000 Miles 0.46 5 Miles 0

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/d5-11-07-23bsn.pdf?sfvrsn=eb727c34_1

D3-06-12-25BSN

of the Standard 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, for Road and Bridge Construction and the Special Provisions for instructions for submission, Roadway Length: 0.532 Miles Contract Days: 700 Total Bridge Length: 0.016 Miles Letting Date, Branch Creek will be replaced with a new bridge, Bridge No. 464172, within the project limits. PRE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25bsn.pdf?sfvrsn=2362da24_2

4550000DB.FHWA

E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, or rock. Correct any deficiencies found by the divers. Upon completion of inspection by the divers, indicating the results of their underwater inspection before requesting authorization to place the seal

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=5377f6e1_0

3340203-722impl

of one sample per 5,000 tons with a minimum of two test results. Based on visual inspection, with a minimum of two test results. Based on visual inspection and a review of the test data, the mix on the basis of visual inspection. The Engineer may require the Contractor to run process, placed on bridge decks or approach slabs; compact these courses in static mode only per

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3340203-722impl.pdf?sfvrsn=2d04a1d1_2

3340203-722origind

inspection and a review of the test data, the Engineer will determine the suitability of the stockpiled, with a minimum of two test results. Based on visual inspection and a review of the test data, the Engineer, , is less than 2,000 tons, the Engineer will accept the mix on the basis of visual inspection, for acceptance will not be performed on asphalt courses placed on bridge decks or approach slabs; compact

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3340203-722origind.pdf?sfvrsn=ae041aeb_2

D1-12-05-24BSN

Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, /bidder_assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special, : 200 Total Bridge Length: 0.000 Miles Letting Date: 12/05/24 Total Proposal Length: 7.794 Miles, Aid No: N/A Total Roadway Length: 1.195 Miles Contract Days: 75 Total Bridge Length: 0.000 Miles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/dec05/d1-12-05-24bsn.pdf?sfvrsn=cb0878d5_1

3340203-722FHWA

with a minimum of two test results. Based on visual inspection and a review of the test data, inspection and a review of the test data, the Engineer will determine the suitability, , the Engineer will accept the mix on the basis of visual inspection. The Engineer may require the Contractor, on asphalt courses placed on bridge decks or approach slabs; compact these courses in static mode only, frequency of one sample per 5,000 tons with a minimum of two test results. Based on visual inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3340203-722fhwa.pdf?sfvrsn=fa79db68_2

Historical Item Averages Market Area 13

$235,372.40 20.000 EA N MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 13, 7,154.900 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 10 1 $725.00 $393,602.50 542.900 CY N, , SUPERSTRUCTURE 0400 4 5 2 $1,967.73 $829,790.00 421.700 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE, CONCRETE CLASS IV, MASS, SUBSTRUCTURE 0400 7 1 1 $5.75 $140,328.75 24,405.000 SY N BRIDGE DECK GROOVING 0400 9 1 1 $5.75 $139,000.50 24,174.000 SY N BRIDGE DECK PLANING 0400 32 1 $5,556.00 $100,008.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/market-area/pdf/historical-item-averages-market-area-13.pdf?sfvrsn=2a202b00_20
20 of 1780 results