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9160300-723impl
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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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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strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch, Evaluation & Audit Solutions Field Test Report For standard paint, durable paint, two reactive, Solutions field test data meeting FDOT Specification requirements. Independent Laboratory Test Report Submit independent laboratory test results meeting the requirements in 971. Installation, , a sample of each component must be submitted. The Department will test hot-applied standard thermoplastic
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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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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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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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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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to the project site. Reduce the frequency of absorption tests to one test every five LOTs when the results, . Perform absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0% of the dry mass for Test Method A procedure or 8.5% for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days
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absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0 percent of the dry mass for Test Method A procedure or 8.5 percent for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days of standard, must not be shipped to the project site. Reduce the frequency of absorption tests to one test
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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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to perform testing. The Department may also perform comparison tests. Provide equipment, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has not used, shafts to support miscellaneous structures, the applicable test methods and reporting requirements
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, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has, will not require tests for pH, or viscosity, nor require the fluid to meet the minimum density specified
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160 STABILIZATION-DEPARTMENT VERIFICATION TESTS. (REV12-29-09)(FA2-17-10)(7-10, 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, including Stations, and 160-3.4 by testing and classifying the Stabilized Subgrade in accordance with AASHTO T88, will sample and test the initial LOT for one soaked and one unsoaked LBR if consideration of the Unsoaked
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and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test, and submit it to the Engineer prior to re-testing the unit. If a failure pattern develops, the Engineer
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and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature of the failure and the corrective action
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. Protect all power, video, and data lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing at least 14 days in advance, of testing. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. Furnishallequipment, software, and supplies necessary for conducting the tests. Include in the test documentation the last calibration date of all test equipment
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