2219 search results for bridge inspection
1c-c-UAM
/products/1237425. Posting of this manual for public inspection would violate federal copyright law. A copy is available for public inspection during regular business hours at the Florida Department, of this manual for public inspection would violate federal copyright law. A copy is available for public inspection during regular business hours at the Florida Department of Transportation, Program, inspection would violate federal copyright law. A copy is available for public inspection during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/1c-c-uam.pdf?sfvrsn=bde37ec5_1SS4100000
Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure, with Section 346. Perform all concrete quality control testing and inspections in accordance with 346-9.2, , for the most critical design loading combination. Perform a bridge load rating in accordance, inches for 3 inch concrete cover. Perform a bridge load rating in accordance with the Structures, ’sEngineerofRecordperforms any bridge load rating and the design for any Special Designs and signs and seals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4100000.pdf?sfvrsn=d503a7a8_01-13DBBoilerplate-10-25-12
submitting a proposal for the proposed work. Bridge. A structure, including supports, erected, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet, to as a Critical Activity. Culverts. Any structure not classified as a bridge that provides, , and in some cases construction engineering and inspection, into a single Contract. Design-Build, inspections of the materials furnished and of the work performed by the Contractor. Laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/design-build/1-13dbboilerplate-10-25-12.pdf?sfvrsn=4091fd97_0Design Build BoilerPlate FY 2023-24 REV 6-20-23
a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, and construction phases, and in some cases construction engineering and inspection, into a single, official inspections of the materials furnished and of the work performed by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev-6-20-23.pdf?sfvrsn=26450382_3Design Build BoilerPlate FY 2023-24 REV6 10-10-23cln
to include a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, and construction phases, and in some cases construction engineering and inspection, into a single, official inspections of the materials furnished and of the work performed by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev6-10-10-23cln.pdf?sfvrsn=586aca72_22025-26 DB Boilerplate
a proposal for the proposed work. Bridge. A structure, including supports, erected over, a bridge, where the length between the extreme ends of the openings exceeds 20 feet. Calendar day, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, and construction phases, and in some cases construction engineering and inspection, into a single, . Inspector. An authorized representative of the Engineer, assigned to make official inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/2025-26-db-boilerplatecln.docx?sfvrsn=fc0bc2bc_5FY 2024-25 Design Build BoilerPlateREV4
a proposal for the proposed work. Bridge. A structure, including supports, erected over, a bridge, where the length between the extreme ends of the openings exceeds 20 feet. Calendar day, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, and construction phases, and in some cases construction engineering and inspection, into a single, . Inspector. An authorized representative of the Engineer, assigned to make official inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplaterev4.docx?sfvrsn=1ff879ff_3FY 2024-25 Design Build BoilerPlate
a proposal for the proposed work. Bridge. A structure, including supports, erected over, a bridge, where the length between the extreme ends of the openings exceeds 20 feet. Calendar day, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, and construction phases, and in some cases construction engineering and inspection, into a single, . Inspector. An authorized representative of the Engineer, assigned to make official inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplate.docx?sfvrsn=bc9dde58_32026-27 DB Boilerplate
to include a Design-Build Firm submitting a proposal for the proposed work. Bridge. A structure, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, Activity. Culverts. Any structure not classified as a bridge that provides an opening under, engineering and inspection, into a single Contract. Design-Build Firm. Design-Build Firm means any, , assigned to make official inspections of the materials furnished and of the work performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/2026-27-db-boilerplate.docx?sfvrsn=bfc48394_1FDOT AAMWG Final Report - August 10 2023
and Safety category due to the relationship of the inspection process to airport safety. Similarly, Public, operators with meeting UAM op- erational requirements by providing a communication bridge between UAM, submitted have been given consideration; and FDOT conducts the inspection and ap- proves the site, not receive a physical inspection. Local governments in Florida do not have authority to license, and heliports are subject to for registration/licensing and inspections. FDOT should continue this update
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/pdfs/fdot-aamwg-final-report---august-10-2023.pdf?sfvrsn=56d82d5d_1LAP3440000origind
(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, 1.0 to 6.0 470 0.53 II (Bridge Deck) 4,500 3 ± 1.5 1.0 to 6.0 611 0.44 III 5,000 3 ± 1.5 1.0, will be ensured at the project site. During random inspections, the Engineer will use this document to verify, agency report showing the signature of the scale company representative, date of inspection, observed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap3440000origind.pdf?sfvrsn=4dd426cf_26410000.origind
and Bridge Construction (SSRBC). The move of these requirements is part of the Consolidation, and Devices (MSTCSD) and the Standard Specifications for Road and Bridge Construction (SSRBC, for performance of all quality control testing and inspections required by Sections 346 and 450, however, , inspection instructions (including recommended schedules and procedures), and operating instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6410000.origind.pdf?sfvrsn=82f6e35d_04550503.impl
the make and model of the shaft inspection device, if applicable. 15. Details of environmental, to a deeper depth. Provide equipment capable of constructing shafts supporting non-bridge structures, can be satisfactorily removed prior to inspection and prior to placing concrete. Use the wet, when inspections show it to be necessary. These terms are defined in 455-15.10.2, 455-15.10.3, limits between which sidewall overreaming is required. 455-15.11 Inspection of Excavations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/4550503.impl.pdf?sfvrsn=3256f0e1_0SS4620000
. 462-1.2Qualifications and Inspection: Perform all post-tensioning field operations under, inspection details, anchorage inspection details and permanent grout caps, protection system, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000185b11357f00416db7e168cc1abe7b4c.pdf?sfvrsn=7899efc6_0SS4620000
. 462-1.2Qualifications and Inspection: Perform all post-tensioning field operations under, inspection details, anchorage inspection details and permanent grout caps, protection system, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000.pdf?sfvrsn=c78cdfd2_0SS4620000
. 462-1.2Qualifications and Inspection: Perform all post-tensioning field operations under, inspection details, anchorage inspection details and permanent grout caps, protection system, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4620000.pdf?sfvrsn=a2a25521_0SS4620000
. 462-1.2Qualifications and Inspection: Perform all post-tensioning field operations under, outlet inspection details, anchorage inspection details and permanent grout caps, protection system, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, is in compliance with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4620000.pdf?sfvrsn=34344ee3_0SS4620000
. 462-1.2Qualifications and Inspection: Perform all post-tensioning field operations under, inspection details, anchorage inspection details and permanent grout caps, protection system, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, . Designanchorages so that the average concrete bearing stress is in compliance with the “AASHTO LRFD Bridge Design, requirements in the AASHTO LRFD Bridge Construction Specifications. Galvanize t h e e mbedded b o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4620000.pdf?sfvrsn=12389f0_0SS4620000
shop drawings related to post-tensioning. 462-1.2 Qualifications and Inspection: Perform all post, -tensioning system. Show all inlets, outlets, high point outlet inspection details, anchorage inspection, scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design Standard Specifications, is in compliance with the AASHTO LRFD Bridge Design Specifications. Test anchorages with the typical local zone, or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications. Galvanize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4620000.pdf?sfvrsn=46d4ba9f_0D4000000
forms may be used in lieu of removable forms to form all concrete bridge deck slabs except on bridge, all changes in design details of bridge structural members that support stay-in-place forms, i t e r i a f o r t h e d e s i g n o f p e r manent bridge deck forms: (1)Designtheforms, deck. (7)Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges of supporting structural members. (8)Donotusepermanent steel bridge deck forms in panels where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4000000.pdf?sfvrsn=e1c87e17_0