2219 search results for bridge inspection
Section92V2-726
– Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction, Standard Specifications for Road and Bridge Construction (Specifications). Florida Department, request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the requirements of Appendix “B”. Upon meeting all criteria in Appendix “B”, the Plant’s inspection frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section92v2-726.pdf?sfvrsn=ba951664_14500100.origind
. Acceptresponsibility for performing daily Quality Control (QC) inspections of all phases of work, meetings, discuss the results of the QC inspections. Inspecttheproductforconformance with the product, and performs inspection during all fabrication of precast prestressed concrete products, including the inspection of the operations before, during and after the placement of concrete. EnsurethePlant QC, -placement inspections, curing, and disposition of products. Include in the record keeping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4500100.origind.pdf?sfvrsn=6ec1feb3_04500100.impl
. Acceptresponsibility for performing daily Quality Control (QC) inspections of all phases of work, meetings, discuss the results of the QC inspections. Inspecttheproductforconformance with the product, inspection during all fabrication of precast prestressed concrete products, including the inspection, inspections, curing, and disposition of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500100.impl.pdf?sfvrsn=cd6ef348_0Peer Exchange Final Report (8-3-21)
with the sessions being recorded for future use. Virtual plant and facility inspections allowed FDOT to conduct inspection safely. Virtual participation allowed more people to attend demo and pilot projects, , virtual plant and facility inspections, virtual lab tour, etc. Michigan DOT Have enjoyed a lot, , Ph.D., Professor, University of Florida, Director, Bridge Software Institute 2:10 – Kumer Das, Ph.D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/peer-exchange-final-report-(8-3-21).pdf?sfvrsn=a3aafd4f_11050807.FHWA
being placed on any of the following structure types major bridge projects are qualified CTQP Concrete Field Inspectors Level II. Major bridge work can be defined as any of the following bridge, Inspector's duties may include ensuring that concrete testing, inspection, and curing in the field, duties may include ensuring that concrete testing, inspection, and curing in the field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1050807.fhwa.pdf?sfvrsn=1600b1c7_00010300-122FHWA
for the proposed work. Bridge. A structure, including supports, erected over a depression or over, feet between the inside faces of end supports. A multiple-span box culvert is considered a bridge, will also be referred to as a Critical Activity. Culverts. Any structure not classified as a bridge, inspections of the materials furnished and of the work performed by the Contractor. Laboratory, to be furnished under the Contract. Standard Specifications: “Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/0010300-122fhwa.pdf?sfvrsn=d8b0da41_2AD2512~2
/A .............................................................................. 40 6a.8 Analysis of Pipe Video Inspection Report TBD, 6a.9 Bridge Hydraulic Report N, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 6b.2 Bridge Hydraulics, and Submit Documentation for Coordination and/or USCG Bridge Permit Application, Coordination............................... 50 8.6.2 Complete and submit USCG Bridge Permit Application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/ad2512-2.pdf?sfvrsn=2ff6c151_1Jackson County Summary G1 27-31
CHIPOLA RIVER BRIDGE NO. 530005 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2027 2028 2029, State $125,500 Total for Project 436744-1 $125,500 445452-1 - PRIM AVENUE OVER HOLMES CREEK, BRIDGE NO. 534160 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2027 2028 2029 2030 2031, STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM Phase Funding, By: Item/Segment SUBJECT TO CHANGE JACKSON COUNTY Highways 449055-1 - CR 278 OVER CHIPOLA RIVER BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_documents/jackson-county-summary-g1-27-31.pdf?sfvrsn=3cda4901_12025 District Three Letting and Project Information
Liberty Bridge Repair Prequalification is required to bid on this project. 1, E3X72 Okaloosa Bridge Repair/Rehabilitation Prequalification is required to bid on this project. E3X76 Walton Bridge Repair Prequalification is required to bid on this project. E3Y10 Santa Rosa, Storm Sewer Video Inspection This contract has a budgetary estimate of $150,000, Attendance Supplements Proposal ID County Major Work Type Addendum E3X03 Okaloosa Bridge Repair
https://www.fdot.gov/contracts/district-offices/d3/lettings/2025/2025-district-three-letting-and-project-informationSection83-082818
Topic No.: 675-000-000 Materials Manual Effective: May 19, 2005 Quality Assurance Inspection, ), Subchapter G – Engineering and Traffic Operations, Part 637 – Construction Inspection, Specifications for Road and Bridge Construction Section 450 Precast Prestressed Concrete Construction, and Traffic Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance, . Topic No.: 675-000-000 Materials Manual Effective: May 19, 2005 Quality Assurance Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/redline/section83-082818.pdf?sfvrsn=29ae4cc8_1Chapter8s2Redline
Form No. 650-040-03, Stormwater Pollution Prevention Plan Construction Inspection Report Form, water management systems, bridge clearances, and authorized work as directed by the permit conditions, be documented including the required inspections and made available for review in accordance with 40 CFR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter8s2redline.pdf?sfvrsn=1fdc44af_4Chapter8s2
No. 650-040-03, Stormwater Pollution Prevention Plan Construction Inspection Report Form No. 650-040-07, and sealed as-built drawings and certified surveys for surface water management systems, bridge, shall be documented including the required inspections and made available for review in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter8s2.pdf?sfvrsn=935440f4_11LAP344
(5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck) 4,500 0.44 600 (8) 3 (2) III (4) 5,000 0.44 600, will be ensured at the project site. During random inspections, the Engineer will use this document, of the scale company representative, date of inspection, observed deviations from quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1LAP3440000
(5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck) 4,500 0.44 600 (8) 3 (2) III (4) 5,000 0.44 600, will be ensured at the project site. During random inspections, the Engineer will use this document, of the scale company representative, date of inspection, observed deviations from quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6LAP3440000-122impl
(Pavement) 3,000 0.50 470 1.5 or 3 (5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck) 4,500, will be ensured at the project site. During random inspections, the Engineer will use this document to verify, the signature of the scale company representative, date of inspection, observed deviations from quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_21020100-723impl
inspection immediately after set up. 3. Is on site during all nighttime operations ensuring proper, arrangements. 6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects, , and business accommodations. Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. The Department may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1020100-723impl.pdf?sfvrsn=ffb5df33_21020100-723origind2
on site during all set up and take down, and performs a drive through inspection immediately after, daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work, accommodations. Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. The Department may disqualify and remove from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1020100-723origind2.pdf?sfvrsn=db2987c6_14580206.FHWA
32312 Re: State Specifications Office Section: 458 Proposed Specification: 4580206 Bridge Deck, cc: Florida Transportation Builders' Assoc. State Construction Engineer 4580206 All Jobs BRIDGE, in accordance with the latest edition of AASHTO LRFD Bridge Design Specifications or as required, is not required for temporary seals. Submit watertight seal details for the splice. Shop inspection, steel sliding surfaces to an 8 µ-inch mirror finish. 4580206 All Jobs BRIDGE DECK JOINTS. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4580206.fhwa.pdf?sfvrsn=9e73c01c_04000402.origind
in the completed bridge on or before the final inspection required by 5-10 or when requested, substituted: 400-11.3 Bearing Pads: Use bearing pads for seating bridge shoes, ends of beams, and slabs, , bearing areas of bridge seats, and metal bearing plates are thoroughly cleaned and free from oil, grease, of inspection exceed 50% of the bearing pad thickness or that the Engineer predicts will exceed 50, required to complete the work in an acceptable manner. 400-23.5 Bridge Deck Grooving and Planing: Price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4000402.origind.pdf?sfvrsn=bab573a2_0DB - Prescoping questions CLEAN 4-25-2025
on bridge inspection reports and load ratings? (SDG 7.1.1.A) If so, include requirements in the RFP, there special inspection access requirements such as maximum bridge width or spacing between parallel, whether bridge drainage can discharge directly into the waterway? What are the specific permit requirements related to bridge drainage to be conveyed in the RFP? •District Environmental Manager, and Bridge Widenings. Provide environmental classifications for all new bridges and bridge widenings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbrules/db---prescoping-questions-1-31-2024-clean.docx?sfvrsn=5d1c3a29_2