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4160600.fhwa
and dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, . Submit certified test reports from the Independent Testing Agency to the Engineer for each LOT, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT
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of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section Section 346-5. Unit weight testing is required. Perform tThe plastic property tests, test cylinders for protection strength and Maturity Meter correlation testing. The compressive, of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. The plastic property tests after all ingredients
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa.pdf?sfvrsn=d2ca0ce1_03460202.FHWA
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, for compressive strength tests. Record the ambient air temperature during the test. Ensure, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28, of fifteen consecutive Department acceptance tests, which met all plastic and hardened concrete test, producer for each mix design to be tested. Record and certify test results for correction factors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3460202.fhwa.pdf?sfvrsn=82f66960_02040000.origind
acceptance testing for combined aggregates. Combine t h e r e c l a i m e d c o n c r e t e a g g, .) is 98% of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-7.2. 204-6.5 4, water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirementsof200-76. 204-8PrimingandMaintaining. Meettherequirements of 200-8. 204-9 Thickness
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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3460000.d03.fhwa.pdf?sfvrsn=893d50f5_0SS4550000
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, with transportation to assist as required during load test setup and conducting of the load tests, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4550000.pdf?sfvrsn=10d6d9d5_0SS4550000
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, with transportation to assist as required during load test setup and conducting of the load tests, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4550000bf728f67f4b445b39276cfff3b24b226.pdf?sfvrsn=e8da5d9c_04550000.impl
the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4550000.impl.pdf?sfvrsn=a5c652bf_0SS4550000
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, with transportation to assist as required during load test setup and conducting of the load tests, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/july08/ss4550000.pdf?sfvrsn=e23514eb_01600000.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/1600000.impl.pdf?sfvrsn=68823504_09160000.FHWA
testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent laboratory, the Department will evaluate, to the Department’s Product Evaluation Section. Anymarked variation from the original test values, PG asphalt binders shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC
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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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before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4550000.impl.pdf?sfvrsn=ea9ea1a7_09320203impl
932-2.6.1 is deleted and the following substituted: 932-2.6.1 Testing: Test bridge bearing pads, and the verification sample tested. If the verification sample test results are also noncompliant, bearing pads per LOT will be selected by the Engineer, one for testing and one for verification in the event of a failing test result. LOTs will be sampled only after all like pads in the LOT, in the Plans. Furnish additional complete bridge bearing pads to replace those selected for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203impl.pdf?sfvrsn=96fbc8a5_2SS4550000
before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4550000.pdf?sfvrsn=1191ad26_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1250901.pdf?sfvrsn=9fd24683_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1250901.pdf?sfvrsn=38b52281_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1250901.pdf?sfvrsn=2d5cd9d9_03500902-723impl
is deleted and the following substituted: 350-9.2 Sampling Frequency for Quality Control Tests: Sample and test concrete of each design mix for temperature and compressive strength tests once per LOT, LOT. Test data must be from sample(s) tested by a laboratory meeting the requirements of Section, methods. Partial LOTs of less than 500 square yards will be combined with the previous LOT for testing and acceptance purposes. 350-9.2.1 Reduced Frequency for Quality Control Tests: The LOT size
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) Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, testing; however, subcomponents of approved systems may be eliminated from final installations based, and component testing; however, subcomponents of approved systems may be eliminated from final, Section 933 for testing as described herein from each manufacturer of prestressing strand and bar, prestressing strand or bar sample furnished for testing. (cb) The Engineer will collect sample
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