9189 search results for test
4600604-724origind
of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum, in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration grooveall, or shear. If discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet, ). If discontinuities are found, the remainder of the welds on the members shall be tested. SUBARTICLE
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a Performance Test: Test each prestressed soil anchor. Perform performance tests as follows, Perform proof tests on all prestressed soil anchors, not subjected to a performance test or a creep test. Record the results of each test on forms approved by the Engineer, such as the testing forms, prior to testing. For the maximum test load, do not exceed 80% of the minimum specified ultimate, Load Test Acceptance Criteria: The Engineer will accept a performance or proof-tested prestressed
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at which testing is to be done prior to mixing the test specimen. 453-2.5.2.2 S a g F l o w, will be deemed acceptable if a slant cylinder test specimen, prepared and tested according, set epoxy, an additional test specimen shall be made and tested to failure at 24 hours after, on certified results, quality assurance testing, satisfactory results for periodic on-site gel-time tests, subranges which overlap by at least 5ºF [3ºC]. 453-2.5 Tests
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. Testimonials Ann Mary Thekanal Right of Way Agent I
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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 of drilled shafts, during load test setup and conducting of the load tests. Provide qualified personnel, to read, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, the fill before installing end-bent piling/shafts, except when driving specified test piling in end
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Malerk to add wording to include maximum specific gravity testing for RAP materials, to add wording, and Testing and post in the asphalt lab where they can be seen. Provide the following charts, the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control
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. 461-6.2 Long-Term Proof Load Test: Conduct long-term proof load testing on full-size bearings, ) for prequalification testing to be considered satisfied for a project. Test results for bearings of a given type, for prequalification testing. 461-6.2 Long-Term Proof Load Test: Conduct long-term proof load testing, -Term Deterioration (LTD) testing for multirotational bearings from the Specifications, . ARTICLE 461-6 is deleted and the following substituted: 461-6 Testing and Certification
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of these Specifications are met at all times. Perform any tests necessary at the plant and roadway for process control purposes. Enter all PC test data into the Department’s Laboratory Information Management System (LIMS) database. The Engineer will not use these test results in the acceptance payment decision, , at a minimum, the production process, testing equipment and/or sampling methods to determine the cause, of these Specifications are met at all times. Perform any tests necessary at the plant and roadway for process control
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representative. Test gaskets in accordance with ASTM D3212. Testing of gaskets shall be witnessed, Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, of Tests: For all aluminum materials, test certifications as specified in 965-2, shall be furnished, ) to add the method for the testing of pipe joints and gaskets, and for formatting. Please review, the actual mean inside diameter. Test the pipe joints hydrostatically at the specified pressure using
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testing of welds is not required. 967-3 Fabrication. Fabricate components in accordance, that indicateshowing the product meets all crash test requirements of the National Cooperative Highway, ). 32. Test reports from an independent laboratory showingIndependent test reports indicating that the composite material meets the following physical requirements: Composite Block TestMethod
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n g m a t e r i a l c o n f o r m i n g t o E60XX. Nondestructive testing of welds is not required, crash test requirements of the National Cooperative Highway Research Program, Report 350 (NCHRP 350) or the Manual for Assessing Safety Hardware 2009 (MASH-09). 32. Test reports from an independent laboratory showingIndependent test reports indicating that the composite material meets the following physical requirements: Composite Block TestMethod Requirement DurometerHardness
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for approval prior to commencement of testing. Perform all tests at 1,310 and 1,550 nanometer wavelengths, is proof-tested by the fiber manufacturer at a minimum of 100 kilo pounds per square inch. Ensure, at 6330201 1,550 nanometers when tested according to the requirements as detailed in the TIA, each reel has a minimum of 6 feet on each end of the cable available for testing. 4. Ensure that all, than 0.1 decibel per reel. 6. Submit the transmission loss test results as required
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Tests if no test values are given? 2. In 938-4.2,Fluidity Test maximum of 30 seconds is okay immediately after mixing and probably okay for after 30 minutes of mixing in the laboratory test, but at the discharge end as referenced in Spec B460-11.4 for field tests the maximum really is not valid. If the fluidity test at the discharge end exceeds 30 seconds, what can be done to get it below 30, specific about when the fluidity test should be done "prior to beginning the injection process
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9380000comm.pdf?sfvrsn=e4644069_0SectionMM86V2
) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing, or verification tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, . 9. Perform flowing concrete tests at the point of placement or testing station established, trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
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of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, and field trial batch verification. 9. Perform flowing concrete tests at the point of placement or testing, designs, laboratory and field trial batches of the concrete mixes, and inspection and testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic No.: 675-000-000 Materials, Submit the results of the laboratory trial batch tests and field demonstration of verified test data, tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, . Perform flowing concrete tests at the point of placement or testing station established, and field trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
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SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles, SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles The Department, . SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, the receipt of the load test data which represents the designated area. Do not begin static load testing
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Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet the density requirement Identify the test, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
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. The test installation will be tested for skid resistance and wear in accordance, 523 PATTERNED/TEXTURED P A V E M E N T - P E R F O R M A N C E REQUIREMENTS. (REV3-1-07)(FA3-13-07)(7-07) SUBARTICLE523-2.2(Page592)isdeletedandthefollowingsubstituted: 523-2.2PerformanceRequirements: QPL approval will be contingent on a field service test demonstrating that the imprinted, by the State Materials Office. The test installation shall be a minimum six feet wide and extend from
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that are not "contractor action" related ) to be handled? Who is responsible for performing the PDA testing on the test, payment for a Dynamic Test Load. Regardless, PDA testing should be performed by the Department, the production pile. (Note: first you talk about the initial PDA testing or test piles, derivation of the Jc, Load tests for comparison purposes; the Contractor will be paid one additional Dynamic Load Test, piles if we are doing PDA Dynamic Load Tests on each test pile? 455-7.2 Manufacture: Fabricate
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