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SP4570000-122
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_2Errata Exhibit 920-1
: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41 12-16 -- 82-88 -- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/errata/errata-exhibit-920-1.pdf?sfvrsn=1069ed99_1Exhibit 920-1 Redlines
BY: SUBMITTED BY: DISTRICT: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-920-1-redlines.pdf?sfvrsn=2278c00d_1Exhibit 920-1
BY: SUBMITTED BY: DISTRICT: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-920-1.pdf?sfvrsn=cd70354b_1GL-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_0GL-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_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_04550201D01-724FHWA
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_19290000.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_0Section6 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_27151300impl
: 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_21200000.impl
to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests, LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot be verified, of the initial control section. Perform all QC tests required in 120-10.1.4. When the initial QC test results, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_0Section92V2cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, psi. The strength test data represents either a group of at least 30 consecutive tests, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Florida Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section92v2cln.pdf?sfvrsn=82f1ab34_25230100-122FHWA
and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has, at the crosswalk location. The test installation shall be tested by the manufacturer in accordance, . For products proposed for use in vehicular traffic areas, independent test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/5230100-122fhwa.pdf?sfvrsn=c4388c81_23340000.FHWA
in accordance with FM 5- 585. Prior to testing volumetric samples, condition the test-sized sample, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu, on the density results, the Resolution laboratory will test all of the cores from the LOT. Testing, for the impacts of any such testing. In addition, in the event that the application of the Resolution test data, sets of tests (two samples for Independent Verification testing by the Engineer and one sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-fhwa508fe0d592a44e3e9afa5790e035e397.pdf?sfvrsn=d165c4b0_43340000.FHWA
in accordance with FM 5- 585. Prior to testing volumetric samples, condition the test-sized sample, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu, on the density results, the Resolution laboratory will test all of the cores from the LOT. Testing, for the impacts of any such testing. In addition, in the event that the application of the Resolution test data, sets of tests (two samples for Independent Verification testing by the Engineer and one sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-fhwa.pdf?sfvrsn=b14e5e33_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_03460500.FHWA
producer for each mix design to be tested. Record and certify test results for correction factors, producer for each mix design to be tested. Record and certify test results for correction factors, 3-20-174-4-175-10-17) ARTICLE 346-5 is deleted and the following substituted: 346-5 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: TABLE 5 Description, Making and Curing Test Specimens in the Field** ASTM C31 Compressive Strength of Cylindrical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3460500.fhwa.pdf?sfvrsn=7ba0fd48_0Section 9.2 VII-122
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, ). Inform the DMRE at least 48 hours before performing such tests. Perform slump loss testing, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-9-2-vii-122.pdf?sfvrsn=401b5686_2