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9930200.fhwa
degrees when tested according to National Testing Product Evaluation Program (NTPEP). The NTPEP, vehicle impacts when tested according to National testing Product Evaluation Program (NTPEP, be capable of returning to a vertical position ±5 degrees when tested according to National Testing, after receiving fifty vehicle impacts when tested according to National testing Product Evaluation, white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E
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described in this Section to perform all testing and to provide certified test reports, ) specifications or as modified in this Section. 960-3.1.1 Material Testing Lab: Test plastic components, (A2LA). 960-3.1.2 Component and System Testing Lab: Test individual components and the PT system, Reference Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 System Pressure Test: (a) For each, , modify system test length to fifteen feet (15 feet). (c) For systems being tested for use in precast
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American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, -accepted consecutive QC or verification tests, which have met all plastic and hardened concrete test, 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, Department of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association
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in any new failing density test results? ▪ Can the tests be performed again? • Failing Test Results o, Not Performed. C. Qualification 1. Tester [TIN] on Sample [Sample Id/Test Method] is not Qualified Make, Example of a failing test notification on a sample with an ERS test ▪ Populated under the ERS Findings tab o Example of a failing test notification on a sample that is not an ERS sample or with an ERS test ▪ Populated under the Findings tab • A manual finding is created on an ERS sample
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(WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineerfor approval. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result, number of test vehicle runs. 660-4.4.2 False Positive Testing: Conduct this test on a ramp open
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casings 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, test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show
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specification. Response: 7. Subsection 8.4.11-Item No (9): This item indicates that the testing can be performed at the point of placement or test station that has been established for that purpose. It is not clear that how far is the allowable distance between the test station the point of placement. Depending on the distance between testing station and point of placement, the plastic properties, between the two locations. The proposed change has to be expanded to read: “Perform SCC tests
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indicates that the testing can be performed at the point of placement or test station that has been established for that purpose. It is not clear that how far is the allowable distance between the test station the point of placement. Depending on the distance between testing station and point, to read: “Perform SCC tests at the point of placement or testing station that has been established, and testing station has been established. Response: Agreed. Action: Paragraph was reworded. 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm84v2.resp.pdf?sfvrsn=73e2168d_0BED30-977-11 Final Report
for additional testing. To expand the database of performance test results, a series of full-scale load tests, Final Report FDOT Contract No. BED30 977-11 Performance Testing of GRS Test Piers Constructed, No. 4. Title and Subtitle Performance Testing of GRS Test Piers Constructed with Florida, derived from performance tests, utilizing a database of test results provided by FHWA. However, . . . . . . . . . . . . . . 45 Figure 3-5. Results of triaxial tests from 4-inch triaxial testing
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determined by the concrete producer for each mix design to be tested. Record and certify test results, of the acceptance strength tests. The Engineer will determine the most accurate strength test result, of the Engineer. Report the test results to the Engineer within two calendar days of testing, adequate, in the area represented by core tests at the actual test age, if the average compressive, of concrete) Non-Reinforced Concrete No Test Needed Reinforced Concrete Slightly Aggressive
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Engineer to supervise field testing and report the test results. 13. Methods and equipment proposed, . 16. Proposed schedule for test shaft installation, load tests and production shaft installation, , circulate, desand, test methods, and proposed CTQP certified technician that will perform and document the fluid tests. 6. Details of proposed methods to clean the shaft excavation. 7. Details, submittals, including shop drawing and concrete design mixes. 11. Details of any required load tests
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psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested, concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance, to all tests to permit the Engineer or histheir representative to observe each test, System Testing: Conduct approved DMS system tests on the field equipment with the master equipment, days prior to all tests to permit the Engineer or their representative to observe each test
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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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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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level; 0.00 pounds/yd 3 (criteria of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water weight gain 85, skidfriction test to determine the actual sand application rate prior to the beginning of production, are not achieved. Friction tests will be conducted by the State Materials Office, . Testcuringonthetreatedareausingacottonstrandorcottonball. Considerthematerial fully cured and ready for traffic when
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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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. 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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