2219 search results for bridge inspection

FMTP24

; 50.6% is in Fair condition; 0.6% is in Poor condition 2022 Bridge Conditions For FDOT owned NHS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24.pdf?sfvrsn=e7fa3bab_2

Special Provisions Workbook January 2017

to: 5-1.1, 5-2, 5-7.6. SP0050101LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-17) Changes to: 5-9.1 SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL OF MATERIALS, . SUBARTICLE 5-7.6 is deleted. INSPECTION. (REV 2-10-94) (1-17) SUBARTICLE 5-9.1 is expanded

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/special-provisions-workbook-january-2017.pdf?sfvrsn=f3e8a328_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

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

E4X94 BidTabs

existing structures (inspection, settlement, vibration), traffic monitoring site (sensor, loop), clearing, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2025-26 (SECTION 7-13) FOR INSURANCE, EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 44841515201 (1.000) LS 1.10000 1.10, STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 44841515201 (1.000) LS 10,100.00000 10,100.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/bidtabs/2025/sep05/e4x94-bidtabs.pdf?sfvrsn=7acdc943_1

Special Provisions Workbook July 2019

- GENERAL INSPECTION REQUIREMENTS - COOPERATION BY THE CONTRACTOR. (REV 2-10-94) (7-19) Changes to: 5-9.1 SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL OF MATERIALS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/special-provisions-workbook-july-2019.pdf?sfvrsn=b5b1150c_1

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

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

E4W84

/A Total Roadway Length: 8.172 Miles Contract Days: 452 Total Bridge Length: 0.000 Miles Letting, barrier, inlets), monitor existing structures (inspection, settlement, vibration), earthwork, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2024-25 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order: 001, - LITTER REMOVAL AC 65.040 0107- 2- MOWING AC 24.560 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4w84.pdf?sfvrsn=91218803_1

9600100-722origind

reinforcement for compliance with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge, component configurations, connections, anchorages, inlets, outlets, drains, high point inspection port details, anchorage inspection details, permanent anchorage caps, application limits of the PT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9600100-722origind.pdf?sfvrsn=6c22b479_2

5610401.FHWA

of Record qualified in Type Work Category 4.3, Complex Bridge Design. Provide Submit a contingency plan, ft-cd for inspection. All drawings and calculations must be submitted and accepted before any work, by the Contractor’s Engineer of Record qualified in Type Work Category 4.3, Complex Bridge Design. Submit, -cd for work, and 50 ft-cd for inspection. All drawings and calculations must be submitted

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5610401.fhwa.pdf?sfvrsn=fe5634e1_0

0050700.FHWA

reference marks or points necessary to provide lines and grades for construction of all roadway, bridge, , and furnish copies to the Engineer at the time of completion of the project. The Engineer’s inspection, reference marks or points necessary to provide lines and grades for construction of all roadway, bridge, , and furnish copies to the Engineer at the time of completion of the project. The Engineer’s inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0050700.fhwa.pdf?sfvrsn=a10f8a6d_0

0050700-REVISED.FHWA

and grades for construction of all roadway, bridge, and miscellaneous items. When performing, of completion of the project. The Engineer’s inspection, checking, or acceptance of the Contractor’s field, or points necessary to provide lines and grades for construction of all roadway, bridge, 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/fhwa/0050700-revised.fhwa.pdf?sfvrsn=f5bac6cf_0

F4006ScopeServices

of Transportation, Standard Specifications for Road and Bridge Construction Division II & Division III, their quality and fitness for the work, to facilitate prompt inspection, and to minimize noise, information, testing or inspection reports with nonconformities, pictures, drawings, and accurately, bridge; tolling components identified in the current FDOT General Tolling Requirements (GTR) Part 3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4006/f4006scopeservices.pdf?sfvrsn=eab670c3_2

Certified Bridge Inspector Sort by Letter

Certified Bridge Inspector Sort by Letter, . If you are not currently listed as active, and have taken a qualified bridge inspection refresher class after January 1, 2012 as described in the document "Safety Bridge Inspection Team Leader

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-alpha-jan-2019-internet_87aee867-aca0-4188-8e79-2ac177ef4d72.pdf?sfvrsn=2c9530ac_0
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