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4160601.origind
? 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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of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, prior to testing. The cubes shall be tested in direct compression. The average compressive strength, of satisfactory performance in field tests. If, during a one year period, more than 2% of the markers in a test, methods. Property TestValue TestMethod Compressive Strength Cubes 7 day Cure at 77°F > 10,000 psi, not include a standard test method for evaluation. Information source: Michael Bergin 352-955-6666
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(EPA) Testing Methods 3052, 6010B, and 6010C. Independent Laboratory Test Report Report color, Department Testing Reports Dynamic Friction Tester (DFT40) ≥ 50 in accordance with [FM 5-622 Part A] In-service Friction Resistance] Department Testing Report Dynamic Friction Test (DFT40, Testing: Submit product samples and panels for Department analysis upon request from the Department and in accordance with this Specification. Products are subject to verification testing
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. Epoxy Bonding Compounds shall be prepared and tested in accordance with FM 3-C882. The test specimen, shall be prepared for testing and tested in accordance with FM 3-C882using two parts of standard, mortar and cured for three days prior to testing. The cubes shall be tested in direct compression, methods. Property TestValue TestMethod Compressive Strength Cubes 7 day Cure at 77°F > 10,000 psi, by the Department and to include test methods for evaluation of Types A and B. Please review and transmit your
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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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design to be tested. Record and certify test results for correction factors for each type, substituted: 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests, the QC testing laboratory input the compressive strength test results into the Department’s Materials, . When the QC testing laboratory cannot input the compressive strength test results into MAC within, of testing the cylinder and provide the VT testing laboratory the compressive strength test results
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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_0SS1250901
the Quality Control density testing to one test every two Lots by identifying the substantiating tests, of testing. Generate random numbers based on the two LOTs under consideration. When Quality Control test, compaction efforts r the untested sections. If the Verification test fails, and Quality Control test data is not upheld y Resolution testing the Quality Control testing will revert to the original frequency. 120-10.4 with 125-10. 125-9.1.1ReducedTestingFrequency:When no Resolution testing is required
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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
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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_0MAC_Construction Academy_MOA_spring2025_print
Department of TRANSPORTATION TRANSPORTATION • Sampling and Testing – What Test(s)? Florida, • Sampling and Testing – What Test(s)? Florida Department of Florida Department of TRANSPORTATION TRANSPORTATION Materials Acceptance and Certification • Sampling and Testing – Who tests, and Certification • Sampling and Testing – Who tests? Florida Department of Florida Department, and Testing – Does it need a qualified sampler, tester, lab? Florida Department of Florida Department
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to verification testing in accordance with this Section and infrared identification test. Table 974-6 Property Documentation Test Method and Value Color Department Testing Reports The daytime, Resistance Department Testing Reports Dynamic Friction Tester (DFT40) ≥ 50 in accordance with [FM 5-622 Part A] In-service Friction Resistance] Department Testing Report Dynamic Friction Test, Agency (EPA) Testing Methods 3052, 6010B, and 6010C. Independent Laboratory Test Report Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9740100-724fhwa.pdf?sfvrsn=667bcac9_1SunGuide-SICP-8 2 Final
Requirements to be tested .................................................................... 18 7.3 Test, Requirements to be tested .................................................................... 28 8.3 Test, for the purposes of acceptance testing. The test cases are organized by the integration cases. Additionally, each, which denotes which SunGuide subsystem is being tested. The integration cases and test case, consists of • A statement describing the test case • The requirements to be tested by the test case
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section of the length of one LOT. Perform five QC tests at random locations within the test, . In case of a change in compaction effort or soil classification, failing QC test or when the QC tests, . Perform all QC tests required in 120-10.1.4. When the initial Quality Control test results pass, with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing Requirements: Ensure compliance, . Perform these tests at a minimum frequency of one test per LOT. Determine test locations
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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
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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_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_0Section121-102714
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, , and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida Department, . Testing frequency shall be based on historical test results and may be decreased over time, 12.1.4SCOPE Thisprocedureisused by composite producers to perform the required inspections and testing, to the inspections, measurements and necessary tests to substantiate that materials and composites
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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
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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
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