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9940000.FHWA2
Supplemental Specification. In 994-3.1, we deleted the requirement for fungal resistance testing. Fungal resistance testing is described in ASTM D-4956, and is only a requirement if specified by the owner. Fungal resistance testing has not been a requirement by the Department. If you have any, data sheets, performance test reports from an independent laboratory showing the product meets, shall be taken in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9940000.fhwa2.pdf?sfvrsn=7b5f4e5f_09290400-122comm
tested multiple Type I/II(MH) and Type IL cements in Florida and all meet the ASTM C1012 acceptance criteria without slag or other SCM. We have tested multiple slags with alumina up to 14% and blaine up, for ASTM C1012 testing is overly conservative and may needlessly interrupt FDOT projects while waiting for ASTM C1012 testing results. 2) According to ASTM C989, Section X.2.3 “high alumina content can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9290400-122comm.pdf?sfvrsn=94fb645f_29940203.FHWA
Requirements: 994-2.3.1 General: Sheeting, process inks and overlay materials must be tested, requirements that are color dependaent, each color included in the APL application must be tested, to Part 655, Subpart F. All sign sheeting systems consisting of inks and/or overlays will be tested, for testing sheeting must be prepared in accordance with 994-3 for testing. The in-service life, D4956 will be used for in-service requirements. Rotational sensitivity shall be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9940203.fhwa.pdf?sfvrsn=e0b9b85c_04530405.impl
time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must be in accordance with ASTM, above prior to testing. Forslow-setepoxy,prepareanadditionaltestspecimen and test it to failure, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4530405.impl.pdf?sfvrsn=ae69e098_04620200.FHWA
- tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference Laboratory (AMRL, . Test plastic components in a certified independent laboratory accredited through the laboratory, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, , the appropriate component test and entire system test, if needed, must be retested in accordance
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properties will be tested. Response: 11. In 9.2.8 Step (2) of the procedure for slump loss tests, it states, “This test may be used for lower ambient temperature placements without any admixtures, : 13. In 9.2.8 Step (10) of the procedure for slump loss tests, it states, “Submit slump loss test, ) of the procedure for slump loss tests, it states, “Ensure that the concrete maintains a slump of at least 5, . This procedure is for how to perform the slump loss test and how to determine the mix design’s elapsed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302-mm9-2-comm.pdf?sfvrsn=99189fdf_4GL Complete
on the project? [120-10] 9.Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify this? [Spec 120-10] 10.Have an appropriate process to ensure that the correct Proctor is used when density test, Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density, of the roadway? [Spec 120-10, 120-7] 11.Enforce the requirement that all required density test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-complete.pdf?sfvrsn=beda6b8f_09740000-122resp
9740000 SURFACE TREATMENTS (New Section) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad Florida Transportation Builders’ Association, Inc. w (850) 942-1405 aprasad@ftba.com Comments: (Internal 5-17-21) What does these changes mean? Do they still have to be on the test deck for 3 years? Response: Yes, you are correct, 3 year field testing is still the requirement for Patterned, the friction test, everything else was moved from 523 to 974
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9740000-122resp.pdf?sfvrsn=f5805728_23530302.impl
strength by cylinder testing as specified in 353-5 or the use of the maturity method test as described, , by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3530302.impl.pdf?sfvrsn=f1baac60_01050100-723impl
Documentation: 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet, to the Department’s databases prior to testing and material placement. Database access information is available through the Department’s website. Enter all required and specified documentation and test results, requested, worksheets used for collecting test information. Ensure the worksheets at a minimum contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1050100-723impl.pdf?sfvrsn=ce31de25_11250000.FHWA
five QC tests at random locations within the test section. All five tests must meet the density, the QC tests cannot be verified, construct a new test section. For box culverts, thick lifts may, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, density sampling and testing at a minimum frequency of one test per soil type. The Verification, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1250000.fhwa.pdf?sfvrsn=7106ebc1_01250000.fhwa
five QC tests at random locations within the test section. All five tests must meet the density, the QC tests cannot be verified, construct a new test section. For box culverts, thick lifts may, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, density sampling and testing at a minimum frequency of one test per soil type. The Verification, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
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testing with the equipment described to perform the friction tests., with prior experience on roadway friction testing with the equipment described to perform the friction test. Please share this proposal with others within your responsibility. Review comments are due, to 35 at 7 days. Coordinate with the Engineer to conduct a preliminary on-site friction test, , or other approved method if satisfactory friction values are not achieved. Friction tests mustwill
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, one for testing and one for verification in the event of a failing test result. LOTs, for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1 Physical Requirements of Joint, of the sealant showing the defect. At least two test samples in a group of three representing a given, to the side of the sealant showing the defect. At least two test samples in a group of three representing, . Manufacturers seeking evaluation of their products shall submit product datasheets, performance test reports
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test data which represents the designated area. Donotbeginstaticload testing of drilled shafts, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, length. Within five working days after driving all the test piles, completing all load tests, all load tests, completing all redrives, and receiving all test reports for those designated zones, , circulate, desand, test methods, and proposed testing laboratory to document test results
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3460902SL, Sampling Frequency for Quality Control Tests – Streamline Contracts Comments from, of that resolution? Without documentation which supports the idea of changing Verification testing, ” for the purpose of reducing department cost for smaller contracts. In addition to reduced testing, candidates for reduced verification testing. The use of a special provision that will only be applied to the contracts with the usage note will ensure that the reduced testing is not applied to regular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3460902sl.resp.pdf?sfvrsn=a5e18878_0SS9450000
the deflected pipe to within 1/2 the nd, Arch and Arches. 945-2.3 Certification of Tests: For all aluminum materials, test certifications as pecified in 965-2, shall be furnished, . ClassIVpipeshallnotbeused. Ensurethatthepipejointshavebeentestedattheplanthydrostatic pressure using test, side of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, or associated hardware. Testing shall be witnessed by the Engineer. 945-2 Aluminum Alloy Structural
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in the sign can be automatically tested once a day. Ensure that the pixel status test determines, Testing: Conduct pre-installation tests on all units at a Contractor-provided facility within, before the start of any tests. Conduct all tests according to the approved test procedures detailed, days prior to all tests to permit the Engineer or his representative to observe each test. If any, testing is successfully completed, conduct one continuous 72-hour, full-operating test prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/7810100.fhwa.pdf?sfvrsn=955271bf_01620500.FHWA
of construction operations, sample and test the prepared soil layer at a testing laboratory qualified under 6-9, and sampling and testing requirements and procedures. Please review and transmit your comments, if any, 199) is deleted and the following substituted: 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing requirements for shoulder treatment projects as defined in the Design Standards, Index No. 105. Immediately after completion of construction operations, sample and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/1620500.fhwa.pdf?sfvrsn=c14c8e72_01620500.FHWA2
completion of construction operations, sample and test the prepared soil layer at a testing, and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT is defined, , to clarify language relating to LOT size and sampling and testing requirements and procedures, substituted: 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing requirements, the source of added material changes, the Engineer will require an additional sample. Test results
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