9185 search results for test
9710104-724FHWA
when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05, or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, to add requirement for pavement markings to be listed on the APL, update test methods, correct unit, listed in Table 1 of 40 CFR 261.24. AASHTO Product Evaluation & Audit Solutions Field Test Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9710104-724fhwa.pdf?sfvrsn=325bcae7_19210000.FHWA
be used with no further testing. When tests performed in accordance with ASTM C33 X1.3 on coarse, of quality control or verification test results. Discontinuance of approval may be based on testing, in concrete, the test results shall verify improved or comparable strength, sulfate resistance, corrosion, alkali cement. The strength and durability tests of concrete shall be performed in accordance, inmass concrete, the cement heat of hydration shall be 80 cal/g or less at 7 days when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9210000.fhwa.pdf?sfvrsn=82f30c9e_09210100.FHWA
, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests, : The cement heat of hydration for Type II (MH) shall be 80 88 cal/g or less at seven days when tested, of hydration shall be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE, Office. Mill Test Report – indicates a certification from the cement supplier identifying, . The mill test report must identify that there is limestone in the cement, if limestone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9210100.fhwa.pdf?sfvrsn=bf99413c_04130302-722impl
laboratory test data and results showing the product has been tested in accordance, 1. Use a test method capable of measuring the gel time to the nearest 0.5 minute. 2. Do not use, , or other approved method if satisfactory friction values are not achieved. Friction tests must, of an independent enterprise with prior experience on roadway friction testing with the equipment described to perform the friction tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4130302-722impl.pdf?sfvrsn=b039529e_2SP4570000-i18519
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, characteristics of the anode meet the requirements of the Contract Documents. No test report for tests made, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp4570000-i18519.pdf?sfvrsn=d294848b_2SP4570000-i17893
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp4570000-i17893.pdf?sfvrsn=9c5faae_2SP4570000-122
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp4570000-122.pdf?sfvrsn=a3d4f04c_2SP4570000-721
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp4570000-721.pdf?sfvrsn=f9730d43_2SP4570000-i16435
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp4570000-i16435.pdf?sfvrsn=329858b7_2SP4570000
of this Section and conform to the materials tested. Attach current test reports to the certificate. When, characteristics of the anode meet the requirements of the Contract Documents. No test report for tests, . 457-2.6.2 Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement, of Section 105. Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp4570000.pdf?sfvrsn=5d7a57d0_24550201D01-724FHWA
General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, beginning test pile installation, of the proposed testing schedule so that items supplied by 4550201D01, testing. During dynamic load tests, replace the pile cushion when any of the pile stress, Testing of all blows. (d)4. At least one test pile is driven at each bent/pier with a successful set
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4550201d01-724fhwa.pdf?sfvrsn=c654f883_1GL-07A (16-17)2016-11-09
, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 15.The testing laboratory must be qualified under the Department’s Laboratory Qualification, with a layout, which will facilitate multiple tests being run simultaneously by two technicians. [Spec. 320-2, ] 18.Calibration of the laboratory testing equipment is performed in accordance with manufacturer, with the necessary sampling and testing equipment and supplies for performing quality control, acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-07a-(16-17)2016-11-09.pdf?sfvrsn=ebb2da19_0GL-07A
performing Quality Control, Verification, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 13. The testing laboratory must be qualified under, is a minimum of 180 square feet with a layout, which will facilitate multiple tests being run, with the specification requirements. [Spec. 320-2] 16. Calibration of the laboratory testing equipment, . The laboratory is furnished with the necessary sampling and testing equipment and supplies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-07a.pdf?sfvrsn=8e944488_09290000.D01.FHWA
. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash shall follow, : The cementitious materials supplier shall submit the proposed quality control plan, certified test reports from, and satisfactory verification of the test results, the plant will be placed on the Department’s, and to require cementitious material shipments to be individually tested prior to incorporation, quality control data, or failure of quality control or verification test results. Repulpable bags may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9290000.d01.fhwa.pdf?sfvrsn=48ebacea_06330201.impl
for approval prior to commencement of testing. Perform all tests at 1,310/1,550 nanometer wavelengths, or termination tested to the Engineer in an approved electronic format. Ensure all OTDR testing complies, of the cable available for testing. 4.Ensurethatallfiberopticcableiscontinuousandfreefrom damage, p e r r e e l . 6.Submit the transmission loss test results as required by the EIA/TIA-455-61 standard, as well as results from factory tests performed prior to shipping. 7. E n s u r e t h a t t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6330201.impl.pdf?sfvrsn=c266283d_07151300impl
: 715-13 Tests of Installation. Upon completion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, energy charges, required for the test period. Not less than 48 hours prior to the beginning of the test period, give the power supplier the schedule for such test. Test the installation under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/7151300impl.pdf?sfvrsn=e2dc6d6e_2Section6 1_041214
and Bridge Construction. C) American Society for Testing and Materials (ASTM) Standard Test, Quality Control Tests The quality control plan shall include the quality control test methods, of test and who witnessed the tests. Successful hydrostatic tests will support continued usage of gaskets identified and tested. All successful tests shall be included in the QCPquality control plan, and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-1_041214.pdf?sfvrsn=c43f52dd_19210000.origind
be used with no further testing. High Alkali Cement containing a maximum of 1.00% alkali, or less, is used in concrete, the test results shall verify improved or comparable strength, sulfate, to AASHTO M85 low alkali cement. The strength and durability tests of concrete shall be performed, of Hydration: The cement heat of hydration for Type II (MH) or Type IL shall be tested in accordance, by the State Materials Office. Mill Test Report - indicates a certification from the cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9210000-origind.pdf?sfvrsn=7081b152_24550021Orgin
testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, test data which represents the designated area. Donotbeginstaticload testing of drilled shafts, a Geotechnical Engineer to provide these services. Perform the load test by applying a load up to the load, . Donotapplytestloadstopilessoonerthan48hours(orthetime interval shown in the plans) after driving of the test pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4550021orgin.pdf?sfvrsn=7029a9a0_05230000.comm
paragraph, 1 st sentence) “Manufacturers must provide a field service test installation within, finding test deck locations and difficulty getting products to last three years for the stated AADT. We certainly don’t want multiple test decks, but more importantly, I don’t think the technology, , 1 st sentence: “Manufacturers must provide a field service test installation, test installation from the manufacturer…”. Response: The language currently used is very consistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5230000.comm.pdf?sfvrsn=b3c808e_0