8976 search results for test
sp4550000db
. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, with transportation to assist as required during load test setup and conducting of the load tests. Provide, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion
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TestMethod TestValue WaterLoss@72hours ASTMC156 0.55kg/m 2 DeleteriousReactionwithConcreteASTM C 3, requirements:ASTM C309 and the following requirements.: Requirement Test Method Test Value Water Loss, ) and certified test reports from an independent laboratory showing the product meets, Evaluation Program (NTPEP) Project Work Plan for the Laboratory Testing of Liquid Membrane-Forming, fourteen days for completion of the tests after arrival of the sample in the laboratory. 925-2.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9250000.fhwa.pdf?sfvrsn=515826c6_04160600.origind
per LOT. 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, criteria while still providing the Department with test results that are signed and sealed. Information, 7-8-08) ARTICLE 416-6 (page 414) is deleted and the following is substituted. 416-6 Testing, Type HSHV adhesives. The Engineer may also require testing of installed anchors and dowels
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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9450000.origind.pdf?sfvrsn=85f55fd3_01250008respon
. The specification requires that each lot be tested (when the frequency is one test per lot). There can, Box I disagree with the position that structure-specific tests are not needed if the structure, the case. I believe the Department would be better served to require that QC tests be conducted, the structure. Although I understand that the use of randomly selected Verification tests should result, structures are tested separately from the pipe runs whether compacted in the "same" operation
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strength tests. Core strength test results obtained from the structure will be accepted by both, slump loss tests results demonstrating that the drilled shaft concrete maintains a slump, . Obtainslump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts requiring 30 cubic yards of concrete or less and a maximum elapsed time of five hours or less may be done in a laboratory. Obtain all other slump loss test results
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for more than six months after testing will be retested before use, except for the scaling resistance test, three test specimens for each age of all of the hardened tests and each level of mixing, a given test or a given age of test, including tests of freshly mixed concrete, before or during, by such examination without testing. Visually examine all specimens representing a given test at a given age after testing, and should any specimen be found to be manifestly faulty the test results
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, as appropriate. Table 929-1 Concrete/Mortar Testing Requirements Test Description Standard Test Method Test, reported after 6 and 12 months of testing.Upon completion of the 6- month concrete and mortar testing, activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall follow, of all testing listed under Test Methods section of ASTM C989. 4. Indicate the amount of any, the referenced test methods and frequencies. 929-87.1.2 Acceptance Testing of Silica Fume: Acceptance
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods listed, Sampling and Testing Frequency: Open bodies of water and recycled water shall be tested monthly. Well, Requirements. 923-3.1 Testing: All chemical analysis or tests shall be performed in accordance, limits. Failing test results will result in restarting initial sampling and testing. 923-2.3 Production Sampling and Testing Frequency: Open bodies of water and recycled water shall be tested monthly
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for testing, except if there are three or less in the LOT, in which case, test all anchors, unless, at least one dowel per LOT, per day. For every failed field test, perform two additional field tests, no more test failures occur, or all anchors and dowels within the LOT are tested. For the next LOT after, , the previous much higher testing frequency did not have a good cost benefit and these tests are expensive, ) This provision could be interpreted that the contractor must proof test every day. Is the intention to have
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strength tests. Record the ambient air temperature during the test. Ensure that the concrete, tests on the samples taken at 15 minute intervals from each batch. Continue sampling and testing until, tests on the core samples or test cylinders. Submittheresultsofthelaboratorytrialbatchtestsandfield, tested per AASHTO T 277. Submit 2, 4 x 8 inch [100 x 200 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Submit the test specimens within 7 days
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. Test C: (DAT and Production Testing) Low-Temperature Low-Voltage Tests. 4. Test D: (DAT and Production Testing) Low- Temperature High-Voltage Tests. 5. Test E: (DAT and Production Testing) High- Temperature High-Voltage Tests. 6. Test F: (DAT and Production Testing) High- Temperature Low-Voltage, : (DAT and Production Testing) Low-Temperature Low-Voltage Tests. 4. Test D: (DAT and Production Testing) Low- Temperature High-Voltage Tests. . 5. Test E: (DAT and Production Testing) High
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of tests per LOT. One set of tests is defined as a density test for the fill within 3 feet behind, Verification tests for corrosiveness at a minimum frequency of one test per soil type. 548-9.6, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, FM 5-552
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will be sampled and tested in accordance with FM 1-T180. The Engineer will compare the Resolution Test (RT, Office will perform Resolution testing. The material will be sampled and tested in accordance with FM, Office to add resolution for LOT based testing. Please review and transmit your comments, if any, in 160-4.1.4.1. The Engineer will compare the Verification test results to the corresponding Quality Control (QC) test results. If the test result is within 4.5 lb/ft 3 of the QC test result
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arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing, testing at any time, of any water source. 923-2 Evaluation of Water for Concrete. 923-2.1 General, testing. Wash water from mixer washout and recycled wash water shall meet the requirements, . The concrete producer shall provide test data of water samples. 923-2.2SourceApproval:Wash water from mixer
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arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing, testing at any time, of any water source. 923-2 Evaluation of Water for Concrete. 923-2.1 General, testing. Wash water from mixer washout and recycled wash water shall meet the requirements, . The concrete producer shall provide test data of water samples. 923-2.2SourceApproval:Wash water from mixer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9230000c223ae7848064295bd90776c88c27c5a.pdf?sfvrsn=65f7f25f_0ThomasW
over 50 construction and commercial business damage investigations and has testified
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will collect the remaining Verification split samples for testing. Verification Test results, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take, additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact, on tests performed on samples obtained after completing mixing operations: Specified Bearing Value, Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below
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will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test results, the remaining Verification split samples for testing. Verification Test results will be used, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600000.impl.pdf?sfvrsn=57c88018_0SS1600000
will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test results, the remaining Verification split samples for testing. Verification Test results will be used, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take
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