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SP3300802
in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp3300802.pdf?sfvrsn=9d9f28bc_2SP3300802
in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp3300802.pdf?sfvrsn=25d81652_0SP3300802
in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp3300802.pdf?sfvrsn=a4f1b304_2SP3300802-i17890
E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations and processes, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, the pavement, for the Department to schedule the equipment. Prior to testing and for the full project limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp3300802-i17890.pdf?sfvrsn=9c06d4eb_2SP3300802-721
E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations and processes, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, the pavement, for the Department to schedule the equipment. Prior to testing and for the full project limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp3300802-721.pdf?sfvrsn=97ddf523_24620000-723FHWA
on the project. 5.Provide a mockup test in accordance with this Section. PT system acceptance testing may, operations until grout test results are available and approved by the Engineer. Mock-up testing per section, 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout volume). 3. Do not use grout that tests, 4620000D01 All Jobs POST-TENSIONING (REV 97-2011-22) 462-1 Description. 1.Furnish, test, transport
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4620000-723fhwa.pdf?sfvrsn=f57ce7dc_1July2022 Redline eBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current, . The official testing laboratory used by the Department. Major Item of Work. Any item of work, in the construction of the work, together with samples that may be subjected to the tests provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022-redline-ebook.pdf?sfvrsn=f6b40e3a_2718eBook_SS_DLH
American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, and of the work performed by the Contractor. Laboratory. The official testing laboratory used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook_ss_dlh.pdf?sfvrsn=916919d6_0718eBook
American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, and of the work performed by the Contractor. Laboratory. The official testing laboratory used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook.pdf?sfvrsn=23db8518_04620000-723FHWA2
operations until grout test results are available and approved by the Engineer. Mock-up testing per, , require additional tests for Tendon Modulus of Elasticity and/or In Place Wobble and Friction Test, testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout volume). 3, 4620000D01 All Jobs POST-TENSIONING (REV 97-2211-22) 462-1 Description. 1.Furnish, test, in accordance with Section 5. Perform PT system testing in accordance with Section 960. Include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4620000-723fhwa2.pdf?sfvrsn=6c8b3399_19920000.FHWA
shall be fault tested by applying a test current of .l,000 amperes, 60 HZ, for a minimum of 3, Recognized Testing Laboratory acceptable to the DepartmentThe minimum wall thickness for galvanized steel, measured between the primary conductors and the foil wrap. When tested at the rated operation voltage, when operated at the maximum current rating. e.External Temperature Test: The external temperature, ). The mated connectors shall then satisfactorily pass the dielectric test. g.DropTest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9920000.fhwa.pdf?sfvrsn=5f676b1f_0GL-10B
be installed in the field only and results of shear stud bend tests must be recorded. [Spec. 460-4, material test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec. 460-4 & 5] 12. A bolt LOT tracking and enforcement system shall, [Spec. 460-4] 15. A bolt rotational-capacity (RC) test [Florida Method FM5-581 (for long bolts, . Detailed testing procedures must be followed to establish the correct snug tight torque. [Spec. 460-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-10b.pdf?sfvrsn=3dfde84c_0GL-10B
materials specs. including all required certifications, bolt material test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec, stud bend tests must be recorded. [Spec. 460-4, 502-5, CPAM 10.9] Bridge Structures – Bearings, -capacity (RC) test [Florida Method FM5-581 (for long bolts) or FM5- 582 (for short bolts)] shall, procedures for performing tightening. [Spec. 460-5] 17. Detailed testing procedures must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-10b.pdf?sfvrsn=6d32958d_09160100.FHWA
testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains, of 0.5% for all grades. 2. The intermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades. 3. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec for the Dynamic Shear Rheometer test AASHTO T 315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9160100.fhwa.pdf?sfvrsn=bcd55316_0July2022eBook-FINAL(signed copy)
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, by a number or letter designation, or combination of numbers and letters, designates a specification, test, standards, specifications, test methods, or other codes as specified in the current edition at the time, and of the work performed by the Contractor. 5 July 2022 Laboratory. The official testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022ebook-final(signed-copy).pdf?sfvrsn=6460faaf_2July2022eBook
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, by a number or letter designation, or combination of numbers and letters, designates a specification, test, standards, specifications, test methods, or other codes as specified in the current edition at the time, and of the work performed by the Contractor. 5 July 2022 Laboratory. The official testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022ebook.pdf?sfvrsn=804e3f6_24001704.comm
the following comments for your consideration. Consider removing the flexural beam testing from the specification since it is such an unreliable and error prone test. Thank you for the opportunity to provide, in 400-17.1 and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams AND CYLINDERS in accordance with ASTM C 31 and test them beams and cylinders in accordance with ASTM C 78 and C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.comm.pdf?sfvrsn=271bdff9_04001704.resp
removing the flexural beam testing from the specification since it is such an unreliable and error prone test. Thank you for the opportunity to provide input. If you have any questions or need, : As an alternate procedure, in lieu of the time delay periods set forth in 400-17.1 and 400-17.3, test, in the corresponding structural component. Make the test beams AND CYLINDERS in accordance with ASTM C 31 and test them beams and cylinders in accordance with ASTM C 78 and C 39 respectively. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.resp.pdf?sfvrsn=536651b6_09380402.FHWA
and the following substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test, of efflux shown in Table 938-1. Table 938-1 Property Test Value Test Method Total Chloride Ions Max. 1.0, obtained test value lb/ft 3 ASTM C138 Wet Density - Field Report maximum and minimum obtained test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9380402.fhwa.pdf?sfvrsn=996440e5_05480206.origind
the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification, , as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples, that meets the following electro-chemical test criteria for determining corrosiveness: Criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5480206.origind.pdf?sfvrsn=1f16de6e_0