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9290200.FHWA
of ASTM C-618, and to accept silica fume by certification instead of by submitting monthly test results, of ASTM C-618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow, , the test results shall verify improved or comparable strength, sulfate resistance, corrosion, ash concrete. The strength and durability tests of concrete shall be performed in accordance, with coal, or the burning of industrial or municipal garbage in incinerators. Sampling and testing of fly
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by the Engineer. 330-12.4.5.2 Rolling Straightedge Exceptions: TestingStraightedge testing with the rolling, for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can be seen, been restored. 330-2.2 Minimum Process Control Testing Requirements: Include as a minimum, the following testing frequencies in the Quality Control PlanPerform, as a minimum, the following
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test result limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum, concrete tested in accordance with ASTM G109: Maximum Allowable Test Results of Calcium Nitrite Concrete, an application is accordance with Section 6 and include product data sheets, certified independent test data, on this list, will be permitted without further testing. – ASTM G109 and the requirements, that the product has been given contingent approval, as evidenced by previous tests and apparent
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the time to review this document. All but 2 of the lab tests are standard to the AASHTO R-31 test regimen. Mfgr’s already have coating systems tested to this standard. The 2 additional tests that are required are industry standard tests and can be completed (from spraying panels to test results, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, weathering resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge
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cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, the same type of meter for QC tests as the Department uses for Verification testing. When using
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as a BMP, it can then be tested as a system to do the job for which it is designed. It should be tested under full scale testing procedures as listed by NTPEP as TM 11340 (Test method, Testing Final Report. The test results found here reflect the soil loss of eleven different silt, . The current values are much higher than most typical TRMS have tested in large scale channel testing, to test methods and requirements for erosion control materials. With the exception of E-1 and E-2
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,twoofwhichweresuccessfully testedandimplementedinthefield:amodifiedversionofOPAC(OptimizationPoliciesfor
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for testing. Provide test results to the SMO. 4. Use the newly blended binder only after approval from, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, unless noted, emulsions, the cement mixing test will be waived. For tack products, the minimum testing, a sample of the blended binder to a SMO approved laboratory for testing. Provide test results, , the cement mixing test will be waived. For tack products, the minimum testing requirements shall
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Verification Sampling and Testing. A detailed list of equipment and supplies required for each test, being tested. The Engineer or these specifications may require additional testing at other locations, : TestingStraightedge testing with the rolling straightedge will not be required in the following areas, lanes, and other areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where
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testing. If the Resolution test results satisfy the required criteria, material from that source, in 914-2.2 “Local Material.” used as stabilizer must meet the requirement of Section 914. Submit test, or windrowed without blending or contaminating with any other material. No source testing is required, . 160-2.1.2.21 Other Local Stabilizing Materials: Sample and test material from each source and meet the requirements of Section 914. The Engineer will verify the Quality Control (QC) test results
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accredited laboratory designated by the SMO will perform Resolution testing. If the Resolution test, Soil Classification and Organic Content Testing: Perform soil classification tests on the sample, and tests at a minimum frequency listed in the table below. Table 160-4 Test Name Quality Control, . The material will be sampled and tested in accordance with FM 5-515. If the resolution testing results meet, in 914-2.2 “Local Material.” used as stabilizer must meet the requirement of Section 914. Submit test
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tests from full size production samples. 23. All flexural testing must be conducted in accordance, deflection (wherever maximum deflection occurs) for the vertical sidewall load test. When testing pull, protection test, coefficient of friction test, and all environmental tests, can be completed using, for environmental testing be obtained from full-size production samples. The industry standard governing testing, : The changes remove a requirement that material coupons for environmental tests be obtained from full
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plastic properties tests as soon as the test results are known. Perform slump tests on all trucks, tests on subsequent trucks or at least the failing test in addition to the slump. If the air, quality control sampling and testing or performing the verification tests. The Materials Manual does, and verification “hold” cylinders are tested within seven days of the acceptance strength tests, temperature of the slump loss test. This could dictate several slump loss tests to complete a single
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for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from, such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel as defined, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each, criteria. Methods of sampling and testing materials shall be in accordance with the Specifications
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-in-place foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been, Construction Engineer, to require foundations to be tested for concrete strength prior to loading
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strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns, 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, Construction Engineer, to require foundations to be tested for concrete strength prior to loading
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and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1 and 923-2 or equivalent, as an alternative method for sulfates. The test method used shall be included in the concrete producer report. 923-3.2 Recycled and Reclaimed Water : Recycled and reclaimed water shall be tested before use and shall not exceed the limits in Table 923-1: Table 923-1 Chemical Test Test Method Maximum
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of gradation analysis) in lieuplace of FM 1-T 267 after mixing. The maximum allowable test result, to reference Florida Sampling and Test Method FM1-T267 which requires three separate containers of material for organic content testing from the roadway. Change made to 160-3.2.1. (see below) 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency
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concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
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concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
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