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_2SP4550000DB-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_2SP4550000DB-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_209292022-2
. 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/2022/09292022-2ICYMI - 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/2024/08052024E21B5Addenda003
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_1D2-05-21-25BSN
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_44550000DB.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_0FMTP24
% 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_1FHWA 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_2D5-11-07-23BSN
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_1D3-06-12-25BSN
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_24550000DB.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_03340203-722impl
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_23340203-722origind
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_2D1-12-05-24BSN
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_13340203-722FHWA
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_2Historical 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