9185 search results for test
3460202.impl
tested in accordance with FM 5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from, batch tests and field demonstration of verified test data and inspection reports to the Engineer, tests, which met all plastic and hardened concrete test requirements. 2.Thecementitious materials, design to be tested. Record and certify test results for correction factors for each type of aggregate
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resistivity tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports to the Engineer, along, for permeability resistivity testing before mix design approval. Take the permeability resistivity test, permeability resistivity of the two tests three cylinders, eight readings, one test per cylinder, such tests. Perform slump loss testing of the drilled shaft mix using a laboratory acceptable
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or less, perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, -compliance of the wick induced bleed test. (g)Donotre-start grouting operations until such time that testing, for PT system and component testing; however, subcomponents of approved systems may be eliminated, )Donotinstallpermanent tendons before completion of testing as required by this Section or the Contract, be installed for test; and, (2)Transverse tendons may be pre-installed in precast segmental boxes
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tests at the minimum frequency listed in the table below. Test Name Quality Control Verification, will perform Resolution testing on the additional sample. The material will be sampled and tested, will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, for testing. Verification Test results will be used for material acceptance purposes for the LOTs, each source, or if authorized by the Engineer, test blended materials. Submit test results
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916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table, . ThischangewasproposedbyTanyaNashoftheStateMaterialsOfficetoupdatethe liquidasphaltbinderandasphaltemulsion requirements and to standardize asphalt emulsion testing, ,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from, Section. Anymarked variation from the original test values for a material below the established limits
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strength tests What is the timeline for testing the hold cylinders now? Response, this be adjusted to 'report the test results to the Engineer within two days of testing'? Although C42 does, for most testing laboratories. This will require them to build new facilities to store, cannot determine which strength test results are the most accurate, the concrete represented, laboratories within three calendar days of the acceptance compressive strength test to transport
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after spreading and mixing, perform Quality Control (QC) by sampling and testing the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content, an additional sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum, values for organic content and pH are obtained. TheEngineer reserves the right to take and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/1620042ss.pdf?sfvrsn=6960c295_01620042SS
after spreading and mixing, perform Quality Control (QC) by sampling and testing the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content, an additional sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum, values for organic content and pH are obtained. TheEngineer reserves the right to take and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1620042ss.pdf?sfvrsn=82f936fc_01620042SS
after spreading and mixing, perform Quality Control (QC) by sampling and testing the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content, an additional sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum, values for organic content and pH are obtained. TheEngineer reserves the right to take and test
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after spreading and mixing, perform Quality Control (QC) by sampling and testing the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content, an additional sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum, values for organic content and pH are obtained. TheEngineer reserves the right to take and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1620042ss.pdf?sfvrsn=79c030_01620042SS
after spreading and mixing, perform Quality Control (QC) by sampling and testing the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content, an additional sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum, values for organic content and pH are obtained. TheEngineer reserves the right to take and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1620042ss.pdf?sfvrsn=7d4d1234_04160601.origind
? The current frequency of testing does not require at least one test per day and since installation, . Perform restrained static tension tests to prevent damage to the surrounding concrete. A restrained test, failure. Displacement measurement for field testing is not required. Test individual anchors, , per day. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur
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of performing dynamic load tests on test piles with either EDC or external gauges similar to PDA. Summary, . Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, permanent piles for dynamic load testing prior to driving. All test piles will have dynamic load, . No payment will be made for dynamic load tests on test piles. Payment for a t t a c h i n g e q u i p m, will be made for dynamic load tests on test piles. Anticipate aAll test piles will require dynamic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.origind.pdf?sfvrsn=3c15f74d_0SS4550400
and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles
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cutr.usf.edu vii logs or testing the controller’s physical security. There are additional tests that would require the tester to have a greater degree of expertise in computer security than the tests contained in the testing procedure. Examples of these advanced test cases include more rigorous, of Testing Procedure and Guidelines .............................................. 27 3.1 Test Cases, , along with a testing procedure. This procedure was demonstrated to TERL staff, who provided feedback
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of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, NRTL Nationally Recognized Testing Laboratory OSHA OccupationalSafetyandHealthAdministration SAE, a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition, for Testing and Materials AWG American Wire G a u g e A W P A A merican Wood Preservers Association
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. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212, % reduction in internal diameter using the parallel plate testing methodology of ASTM D2412. Load, the hugger band or associated hardware. Testing of pipe joints shall be done at the manufacturing, and tested before erection or may be accepted on the basis of the manufacturer’s certification, . 945-2.3CertificationofTests:Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
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. 160-43.2.1 Sampling and Testing of Local Material: Sample and test at the minimum frequency listed, and testing at a minimum frequency listed in the table below. Test Name Quality Control Verification LL, : 160-745.3.1 Quality Control Testing: 160-745.3.1.1 Bearing Values: Test the Stabilized Subgrade sample, testing if any unsatisfactory QC LBR test result is obtained or resolution determines, Resolution testing on the additional sample. The material will be sampled and tested in accordance with FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/1600000.origind.pdf?sfvrsn=759a922f_0SS1250901
no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs under consideration. When Quality Control test frequency is reduced to one every two LOTs, obtain the Engineer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1250901.pdf?sfvrsn=f3285cb8_0SS1250901
the Quality Control density testing to one test every two Lots by identifying the substantiating tests, of testing. Generate random numbers based on the two LOTs under consideration. When Quality Control test, compaction efforts r the untested sections. If the Verification test fails, and Quality Control test data is not upheld y Resolution testing the Quality Control testing will revert to the original frequency. 120-10.4 with 125-10. 125-9.1.1ReducedTestingFrequency:When no Resolution testing is required
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