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4160000.FHWA
. 416-6 Field Testing of Post-Installed Anchors Systems and or Dowels. 416-6.1 General: Field test, restrained static tension tests to prevent damage to the surrounding concrete. A restrained test, anchors. Displacement measurement for field testing is not required. Test individual anchors and dowels, no more test failures occur, or all anchors andor dowels within the LOT are tested. For the next LOT, no more test failures occur, or all anchors or dowels within the LOT are tested. For the next LOT
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4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedu modifications: me, shall meet requirements of ASTM C881. For the properties listed below, modify the ASTM test procedure as noted. The components of the epoxy-bonding agent shall be conditioned to th which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open T y-bonding agent shall, ylinde testspcimen cre,preparedandtestedinaccordancewiththeconditionsbelow,sustainsthe
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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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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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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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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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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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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
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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
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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
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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
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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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? 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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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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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
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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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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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. 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
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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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