2222 search results for bridge inspection
5210000.origind
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert, and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing, contraction joints at 15 to 30 foot intervals. For barrier wall on bridge structures or approach, on bridge structures and approach slabs to be removed shall be included in the cost of removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5210000.origind.pdf?sfvrsn=749d7831_0SS4600000
in the Contract Documents in accordance with Sections 6, 105, ASTM A 6, and AASHTO/AWS D1.5, Bridge Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel, ” shall conform to the provisions of the AASHTO/AWS D1.5, Bridge Welding Code, Section 12-AASHTO/AWS, Bridge Structures - Required for bolted highway sign, lighting and traffic structures fabrication, bridge components such as cross-frames and diaphragms not designated as main or primary load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0SS4600000
in the Contract Documents in accordance with Sections 6, 105, ASTM A 6, and AASHTO/AWS D1.5, Bridge Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel, ” shall conform to the provisions of the AASHTO/AWS D1.5, Bridge Welding Code, Section 12-AASHTO/AWS, Bridge Structures - Required for bolted highway sign, lighting and traffic structures fabrication, bridge components such as cross-frames and diaphragms not designated as main or primary load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_0fdot-bec97-rpt
design) Max. 7.0 mm at 64°C (production) Bridge deck waterproof surface course Max. 3.0 mm at 64, responses follows: • Alabama: Visual inspection, Engineer’s decision, Review of Acceptance and/or QC, material • Florida: Visual Inspection of OGFC AC content and gradation failure, Engineer's decision, content/gradation failure • Hawaii: NA 23 • Indiana: Visual inspection, Engineer’s decision, Review, in-place material, Non-Destructive testing • Kansas: Visual Inspection, Engineer’s decision, Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec97-rpt.pdf?sfvrsn=6ab89703_1CM-635-01 Pull and Splice Box
of Sections 635 and 996 of the FDOT Standard Specifications for Road and Bridge Construction and all, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): PSB002, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): PSB002 (Step, information that shows the product meets this requirement. Document Review and Physical Inspection, for the application/use and the 9-digit FDOT approval number. Document Review and Physical Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-635-01-pull-and-splice-box.docx?sfvrsn=2dcc1dee_1SS4600000
Documents in accordance with Sections 6, 105, ASTM A 6, and AASHTO/AWS D1.5, Bridge Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all, to the provisions of the AASHTO/AWS D1.5, Bridge Welding Code, Section 12-AASHTO/AWS Fracture Critical, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required for bolted highway sign, lighting and traffic structures fabrication, bridge components such as cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0SS4600000
Documents in accordance with Sections 6, 105, ASTM A 6, and AASHTO/AWS D1.5, Bridge Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all, to the provisions of the AASHTO/AWS D1.5, Bridge Welding Code, Section 12-AASHTO/AWS Fracture Critical, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required for bolted highway sign, lighting and traffic structures fabrication, bridge components such as cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000704c0d2d437c438f8b5abc833de0af3f.pdf?sfvrsn=94f55b0e_0SS4600000
Documents in accordance with Sections 6, 105, ASTM A 6, and AASHTO/AWS D1.5, Bridge Welding Code as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all unpainted, to the provisions of the AASHTO/AWS D1.5, Bridge Welding Code, Section 12-AASHTO/AWS Fracture Critical, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required for bolted highway sign, lighting and traffic structures fabrication, bridge components such as cross-frames
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4600000.pdf?sfvrsn=19f50524_0E8V33
(*) Federal Aid No: N/A Total Roadway Length: 6.200 Miles Contract Days: 1463 Total Bridge Length: 0.829, BRIDGE ID 930566) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 931018) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 934993) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 3,633.400 0400- 2- 10 CONCRETE CLASS, CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 891.600 0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/e8v33.pdf?sfvrsn=1cabb56e_13460202.impl
BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately Aggressive, IL, or Ternary Blend BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES All Elements, (Bridge Deck), the coarse and fine aggregate gradation requirements set forth in Sections 901 and 902, (Pavement) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000, . At the direction of the Engineer, excavate the drilled shaft for inspection. Obtain approval from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3460202.impl.pdf?sfvrsn=88baba34_00050000.origind
Project Identification Number, Bridge Number(s), drawing title and number, a title block showing, Specifications for Bridge Temporary Works, the AASHTO Construction Handbook for Bridge Temporary, LRFD Bridge Design Specifications (LRFD) and Chapter 11 of the SDG using wind loads specified, Specifications for Bridge Temporary Works and the AASHTO Construction Handbook for Bridge Temporary Works, , weekly inspections of the bracing until all the diaphragms and cross frames are in place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0050000.origind.pdf?sfvrsn=5411713d_00050000.impl
Identification Number, Bridge Number(s), drawing title and number, a title block showing the names, the required designs in accordance with the AASHTO Guide Design Specifications for Bridge Temporary Works, the AASHTO Construction Handbook for Bridge Temporary Works, and Chapter 11 of the Structures Design, the required bracing designs in accordance with the AASHTO LRFD Bridge Design Specifications (LRFD, or LRFD, refer to the AASHTO Guide Design Specifications for Bridge Temporary Works and the AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0050000.impl.pdf?sfvrsn=67cea8f3_0Section92V2-723
inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling, – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction, Standard Specifications for Road and Bridge Construction (Specifications). Florida Department, to or less than 5%. (3) Previous Plant inspections, correction of any deficiencies noted, failing, ” , the Plant’s inspection frequency may be changed to a reduced inspection frequency if approved by the DMRE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section92v2-723.pdf?sfvrsn=1f3da414_1OOM_20250425_FDOT-CBI-Team-Leaders
is active. If you are not currently listed as active, and have taken a qualified bridge inspection, Certified Bridge Inspector List NumberFirst NameLast NameNSTMUWExpiration* CBI 0124William, CBI 0395Kenneth PaulRenfroCertifiedNo3/21/2029 4/25/2025 www.fdot.gov Page 1 of 6 Certified Bridge, 4/25/2025 www.fdot.gov Page 2 of 6 Certified Bridge Inspector List NumberFirst NameLast, 4/25/2025 www.fdot.gov Page 3 of 6 Certified Bridge Inspector List NumberFirst NameLast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20250425_fdot-cbi-team-leaders.pdf?sfvrsn=4ac2e96c_1PublicHearing_FLAGLER COUNTY_Summary_2027_2031
447865-1 - I-95 FLAGER WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION, 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $260,000 Total for Project 244172-1, 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $97,072 Total for Project 413615-5 $97,072, Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $175,000 Total, MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_flagler-county_summary_2027_2031.pdf?sfvrsn=b446f459_1SectionMM92V2
for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection, Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, Specifications for Road and Bridge Construction. Florida Department of Transportation Approved Products List, than 5%. (3) Previous Plant inspections, correction of any deficiencies noted, failing samples, inspection frequency if approved by the DMRE. The inspection frequency shall be a minimum of once
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm92v2.pdf?sfvrsn=1905e3_2Section9.2-051019_1-20WB
637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, and Bridge Construction. Florida Department of Transportation Approved Products List (APL). Topic, months. The Plants may request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency, inspections, correction of any deficiencies noted, failing samples attributed to the Plant. (4) Request
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section9-2-051019_1-20wb.pdf?sfvrsn=55018c2f_10050000.FHWA
items as a minimum requirement: the complete Financial Project Identification Number, Bridge, ; develop the required designs in accordance with the AASHTO Guide Design Specifications for Bridge Temporary Works, the AASHTO Construction Handbook for Bridge Temporary Works, and Chapter 11, . Develop the required bracing designs in accordance with the AASHTO LRFD Bridge Design Specifications, not included in the SDG or LRFD, refer to the AASHTO Guide Design Specifications for Bridge Temporary Works
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0050000.fhwa.pdf?sfvrsn=c1a7fa85_02000Book
1 FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, and Bridge Construction, 2000, are hereby approved for application on highway and related construction, PRODUCTS AND MATERIALS 951 InspectionofTimber Products, and Bridge Construction (specifications) are written in the Active Voice writing style as further, for the proposed work. Bridge. A structure, including supports, erected over a depression or over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_0Performance Measures Methodology and Data Report
. National Bridge Inventory (NBI) is an FHWA database containing bridge information and inspection data, and federally owned bridges that are subject to the National Bridge Inspection Standards (NBIS, lasting bridges over time. FDOT identifies bridge maintenance needs during bridge inspections, ................................................................................................................ 4 3.0 Pavement and Bridge Condition (PM2) Final Rule, ......................................................................... 5 Table 2: Thresholds for Bridge Performance
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