9274 search results for test
Section92V2-redln122
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI, : Concrete Production Facilities Guide 9-2-2 Florida Department of Transportation Sampling and Testing, criteria. Perform materials sampling and testing in accordance with the FDOT Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section92v2-redln122.pdf?sfvrsn=dca331e0_12023 CMVRB Annual Report final
the citation was issued. It is the Board’s responsibility to consider testimony or other evidence, questions to any witness at any time during the proceedings, and only testimony and evidence pertinent to the Board’s action is allowed. Irrelevant and immaterial or unduly repetitious testimony
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/cvo/website-materials/2023-cmvrb-annual-report-final.pdf?sfvrsn=b86acf40_12022 CMVRB Annual Report final
is the Board’s responsibility to consider testimony or other evidence that supports modification, time during the proceedings, and only testimony and evidence pertinent to the Board’s action is allowed. Irrelevant and immaterial or unduly repetitious testimony or evidence is not permitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/cvo/website-materials/2022-cmvrb-annual-report-final.pdf?sfvrsn=ab5b5b83_12024 CMVRB Annual Report Final
responsibility to consider testimony or other evidence that supports modification, cancellation, testimony and evidence pertinent to the Board’s action is allowed. Irrelevant and immaterial or unduly repetitious testimony or evidence is not permitted. In each case, after the conclusion of both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/cvo/website-materials/2024-cmvrb-annual-report-final.pdf?sfvrsn=d3776a96_1Section92V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln4dada567-1b85-4c9e-a802-6f02bb50f47e.pdf?sfvrsn=ccbc0d43_1Section92V2-724cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply, 346 and this guide will be accepted based on the proper certification, QC testing and verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724clnaede6fc2-255d-477f-8e3e-081b29cb864d.pdf?sfvrsn=4154e834_1Section92V2-725cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, before performing such tests. Perform slump/slump flow loss testing of the drilled shaft mix using, . For initial design changes, provide uniformity test data, based on ASTM C94 testing. The metal, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section92v2-725cln.pdf?sfvrsn=95977678_1Section92V2-726redln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section92v2-726redln.pdf?sfvrsn=3ccfd91f_1Section92V2-726redln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/redline/section92v2-726redln.pdf?sfvrsn=976ee50_1Section92V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, such tests. Perform slump/slump flow loss testing of the drilled shaft mix using qualified personnel, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln.pdf?sfvrsn=23f539be_2SectionMM61V2
Facility. Index tests derived from existing test methods may be developed and implemented, successful hydrostatic testing prior to approval by the Department. A template for hydrostatic test, testing on the same diameter in one Range until all other sizes from that Range has been tested, of Transportation. Drainage Manual, Florida Department of Transportation. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm61v2.pdf?sfvrsn=42e8f303_2SectionMM61V2
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, Control Testing and Inspection The QC Plan must include the quality control test methods, of the Production Facility. Index tests derived from existing test methods may be developed, Testing on Pipe Joints When requested by the Department, perform hydrostatic tests in accordance, pipe, perform hydrostatic tests in accordance with the joint testing procedure specified in ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/sectionmm61v2.pdf?sfvrsn=4ae22d85_13000201.resp
any testing on the materials, will not be reviewing QC plans or QC test results related to the materials, nor will the Department perform random inspections to sample the material for testing as a check against QC testing. Therefore, listing them in the current specification may be misleading, (and hopefully cutback products) to be looked at/certified/ tested more like we have done paving grades
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3000201.resp.pdf?sfvrsn=4a08f74d_04460200IndustryCommentResponse
testing as an option to prevent removal of Draincrete? There are options for verification of results, be an alternative to validate cylinder test as opposed to remove and replace? Dislike being responsible for concrete that isn’t tested for acceptance until the next day once it’s all been placed. That’s not fair to the supplier, nor the contractor. This is 100% driven by the testing agency and if a lot, : Field sampling and testing for acceptance was not part of this specification change. A change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/4460200industrycommentresponse.pdf?sfvrsn=94e031be_14130302-722resp
below. We still need to discuss the Contractors doing Friction Testing. No concerns, just a question, I, not sold on us doing the friction test? Also this spec is very prescriptive using products that they tested and being inspected by CEI’s if we put down the way they tell us to should be responsible if the friction test does not pass? Response: Thank you for looking over the currently proposed, in greater detail for the next revision cycle. I’m primarily involved with the laboratory testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/4130302-722resp.pdf?sfvrsn=3e47f391_29850200.FHWA2
missing mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce, Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa2.pdf?sfvrsn=59682643_09850200.FHWA
mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce strength, by tests performed by Utah State University, Texas Transportation Institute or an independent testing, physical properties. 985-2.2 Physical Requirements: Each geosynthetic material shall be tested, application type. All testing and reported values, except apparent opening size (AOS), are to be minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa.pdf?sfvrsn=8db93a30_09320303.comm
bar tests? Response: 2. “representing a random production LOT, per bar size” Response: 3. Three, ). Note, many suppliers already tested to the CSA standard, so should be able to supply data without need to re-test. Response: 5. Creep rupture - suggest including a creep rupture test - ACI 440-3R, doug@hughesbros.com Comments: (6-27-17) Table 3-2 the Test Method for Glass Transition Temperature, ".. which give three very different values. Consider revision of the Tg test method to be consistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9320303.comm.pdf?sfvrsn=40eaf0a6_0Section92V2-726
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, chloride testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test, the DMRE at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section92v2-726.pdf?sfvrsn=ba951664_1SS9300000
, including tests of freshly mixed concrete, before or during the test, or both, whichever, . Visually examine all specimens representing a given test at a given age after testing, and should any, before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one, of testing.. ** Initial time of set for MAPC will be tested in accordance with ASTM C-191
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9300000.pdf?sfvrsn=13f9e386_0