9185 search results for test
1250901.impl
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/programmanagement/implemented/workbooks/history/jan10/files/1250901.impl.pdf?sfvrsn=96c12bf5_04510700.impl
the number of tests. Perform creep testing and performance testing at the beginning of the anchor, soil anchor prior to testing. For the maximum test load, do not exceed 90% of the minimum yield, to resuming testing. Perform additional performance tests, at no expense to the Department, . For proof tests, net movement at the maximum test load (movement between alignment load and the final, stressing length. For proof tests, net movement at the maximum test load (movement between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4510700.impl.pdf?sfvrsn=16fcb087_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_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_09740000-722FHWA
5-622 Part A] Department Testing Reports Dynamic Friction Tester (DFT40) ≥ 50 Friction Independent Testing Facility FM 5-592, Test using one of the following: a. Locked Wheel Friction Tester, Documentation Test Value Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report or Independent, on a site provided by the Department and test the installation using an independent testing facility, period as tested per FM 5-622-Part B. Table 974-54 Property Documentation Test Method and Value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9740000-722fhwa.pdf?sfvrsn=12422155_2SS4550000
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_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_05020605.impl
and the following substituted: 502-6.5 Number of Test Specimens: 1. Weld 30 test specimens consecutively, with time held constant at optimum but with current 10% below optimum. 2. Weld 30 test specimens, 502-6.6 is deleted and the following substituted: 502-6.6 Qualification Tests: 502-6.6.1 Tensile Tests: Subject 10 of the specimens welded in accordance with 502-6.5(1), 10 in accordance with 502-6.5(2) to a tensile test. The Engineer will consider a stud qualified if all test specimens have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/5020605.impl.pdf?sfvrsn=9f315d97_07820102.origind
i p ment covered by these specifications to adesign approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer for review and approval. Ensure that the test plans demonstrates each and every functional requirement specified for the device or system under test. The Engineer may accept certification by an independent testing, . The Engineer reserves the right to witness all testsDATs and FATs. Compare all test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7820102.origind.pdf?sfvrsn=21c91d95_0SP5340000
controltestingandinspectionsrequiredbySections346and400fortheprecast TestingusingCTQPqualifiedtesting tamping the ngue ber, Control personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . L.Providetheconcretewall(PrecastorCast-in-Place)withauniform color, pattern, and texture. 534-8 Test, constructionattheprojectsite.TheEngineerwillusetheerectionof the test wall to determin the Contractor’s methods, s during the positioning of the test wall, in order anent wall location, as directed by uction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp5340000.pdf?sfvrsn=62d247c_04550000.impl
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_0SS4550000
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_04160601.fhwa
field tests until no more test failures occur, or all anchors and dowels within the LOT are tested, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, at least one dowel per LOT, per day. For every failed field test, perform two additional field tests, test failures occur, or all anchors and dowels within the LOT are tested. For the next LOT after, tension tests to prevent damage to the surrounding concrete. A restrained test is defined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160601.fhwa4e8f071223eb4b9c917fb27a977fe592.pdf?sfvrsn=5a6121d2_04160601.FHWA
field tests until no more test failures occur, or all anchors and dowels within the LOT are tested, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, at least one dowel per LOT, per day. For every failed field test, perform two additional field tests, test failures occur, or all anchors and dowels within the LOT are tested. For the next LOT after, tension tests to prevent damage to the surrounding concrete. A restrained test is defined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160601.fhwa.pdf?sfvrsn=e7207b35_09160000.origind
Reporting: Specification compliance testing results shall be reported for the tests in the table, ,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent, . Anymarked variation from the original test values for a material below the established limits, additional requirements: 1.Theintermediate test temperature at 10 rad/sec. for the Dynamic Shear
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: TestingStraightedge testing with the rolling straightedge will not be required in the following areas: intersections, tapers, crossovers, parking lots and similar areas. In addition, straightedge testing, Process Control Testing Requirement, Sub-article Roadway, number 1: Second sentence: From: “Monitor, will be established in regards to, but not limited to, cutting and testing 6 inch diameter cores, of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3300000.resp.pdf?sfvrsn=c8387f1b_03300000.comm
: TestingStraightedge testing with the rolling straightedge will not be required in the following areas: intersections, tapers, crossovers, parking lots and similar areas. In addition, straightedge testing, Testing Requirement, Sub-article Roadway, number 1: Second sentence: From: “Monitor the roadway, will be established in regards to, but not limited to, cutting and testing 6 inch diameter cores, testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3300000.comm.pdf?sfvrsn=dfd64d72_01450000D01-724FHWA
testing. The material will be sampled and tested in accordance with FM 5-550. If the resolution test, Classification, Organic Content, and pH TestingGradation: The Engineer will verify the QC test results, ), organic content (FM 1-T267), and pH (FM 5-550) testing. Otherwise, the Engineer will test, designated by the SMO will perform resolution testing. The material will be sampled and tested, will be sampled and tested in accordance with FM 1-T267 and by averaging the test results for three
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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 and Reporting Guide. At the discretion of the Engineer, the Department may require additional compliance testing, . 923-3.1 Testing: All chemical analysis or test shall be performed in accordance with AASHTO T 26, testing. Wash water from mixer washout and recycled wash water shall meet the requirements of 923-3.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9230000.do.pdf?sfvrsn=8110c8a5_0D9230000.do
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 and Reporting Guide. At the discretion of the Engineer, the Department may require additional compliance testing, . 923-3.1 Testing: All chemical analysis or test shall be performed in accordance with AASHTO T 26, testing. Wash water from mixer washout and recycled wash water shall meet the requirements of 923-3.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9230000.do3e5da13223874dc39c54b04727a9b48d.pdf?sfvrsn=c2f8354e_0