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as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials, the testing in accordance with the method specified in the Specification. When test methods, . Testing without Department’s qualification may result in a rejection of the test results. Continued, inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
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of materials that have been tested and accepted at the source of supply, or may require the testing, not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, . Testing without Department’s qualification may result in a rejection of the test results. Continued, may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related, : Submit certified manufacturer’s test results to the Engineer for qualification and use
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, . Testing without Department’s qualification may result in a rejection of the test results. Continued, may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
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when evaluating pavement material that had failing test results Please review and transmit your, substituted: 334-5.4.3 Roadway Sampling and Testing Requirements: Obtain five 6 inch diameter roadway cores, . Test these QC samples for density (Gmb) in accordance with 334-5.1.1. Obtain a minimum of three, not perform density testing for acceptance in a sublot if the plant random sample for that sublot has, (within three days of coring); and trim the cores to the proper thickness prior to density testing
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totaling 30 or more tests. The strength test data from the trial batch is required to meet, consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test, 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American
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totaling 30 or more tests. The strength test data from the trial batch is required to meet, consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test, 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American
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binder to a SMO approved laboratory for testing. Provide test results to the SMO. 4. Use the newly, for the tests in Table 916-1 below, unless noted otherwise. Quality control (QC) testing results shall, , the cement mixing test will be waived. For tack products, the minimum testing requirements shall include, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-20 shall be 26.5ºC for PG grades PG 67 and higher. 2
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for testing. Provide test results to the SMO. 4.Use the newly blended binder only after approval, /URLinSpecs/Section35V2.shtm. 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-20, is added for which the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-20) shall, a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
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approved laboratory for testing. Provide test results to the SMO. 4.Use the newly blended binder only, for the tests in Table 916-1 below, unless noted otherwise. Quality control (QC) testing results, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315) shall be 26.5ºC for PG grades PG 67 and higher. 2. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec for the DSR
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Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, of High Speed Applications and for hot weather test temperature only. Impact tests shall be performed, ) for required testing. Subarticle 991-1.5 is the only affected language, highlighted for your, : The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1349
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their own Quality Control( QC) tests for a number of years. The reliability of test results, Florida Method of Tests. Each trainee will be allowed two chances to pass each test. Should a trainee, or inspecting these tests should obtain this qualification. AGGREGATE BASE TESTING TECHNICAIN, for the manufacture, monitoring, sampling, testing, reporting and inspection of mineral aggregates incorporated, manuals are included with this procedure for projects requiring Aggregate Testing. Topic
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: 1 6 0 0 4 0 3 S t a b i l i zing – Department Verification Testing Dear Ms. Gourdine: We, will be collected by the Engineer for Limerock Bearing Ratio (LBR) verification testing. Please review, . StateConstructionEngineer 1600403 All Jobs STABILIZATION-DEPARTMENT VERIFICATION TESTS. (REV 12-29179-09, than the location where the sample was collected in 160-4.3.1.3, and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations
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section 1.1? 4 days for SC Test reporting is tight for suppliers testing at a central location; additional time needed (7 days). 4 hours for QC Test reporting; need more time for suppliers testing, of the lot number will need to be tested for both specification compliance and QC testing, and tested in the “Process Control Testing” as required in section (4) of 916-1.3.3. It should be noted, to review it of testing results, and perhaps they may not be as familiar with it. I suggest
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Applications and for hot weather test temperature only. Impact tests shall be performed only, Applications and for hot weather test temperature only. Impact tests shall be performed only, not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 60, tested
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Plan. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, and solubility (on an annual basis). Residue testing shall be performed on residue obtained from distillation, (AASHTO T 59-16) or low, . The sample shall be tested by the Department for the following specified material properties: percent
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not have an average organic content (minimum of three tests) greater than 2.5% and any individual test, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, material shall not be used as a stabilizer (see 914-4 for qualifying tests for these conditions
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not have an average organic content (minimum of three tests) greater than 2.5% and any individual test, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, material shall not be used as a stabilizer (see 914-4 for qualifying tests for these conditions
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. Inform the Engineer at least 48hours before performing such tests. Perform slump loss testing, the Engineer at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, . Test the plastic properties of the first adjusted load and every load that arrives at the project, to cementitious materials ratio as defined by the mix design. After adjusting the slump, perform a slump test, in Table 62. PerformConfirm with another a slump test onthat the next load to ensure the concreteis
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