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1250816.impl
with a successful test section that density can be achieved. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified by the Department. Identify the test section with the compaction effort and soil, a new test section. When a QC test fails the requirements of 125-9.2 or when the QC tests cannot
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, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1 will exclude all, service. Also, ASTM D 1308 states that the duration of testing should be agreed upon by the tester, section 975-9 and the application section 563. Both are calling for different abrasion testing, will not withstand abrasion testing. They also are not formulated for color or gloss. The revision would, to 5 Delta E's. 7) The Fluid resistance test is not necessary and is overkill. The Methyl Ethyl
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. To be consistent with AASHTO R-31, this referenced test method should be Cyclic Weather Testing. Also, of testing should be agreed upon by the tester and the manufacturer. If this method is to be retained, are calling for different abrasion testing (redundant) and there are conflicting VOC requirements. This sub, of a paraffin wax, these products will not withstand abrasion testing. They also are not formulated, removal or something in the order of 3 to 5 Delta E's. 7) The Fluid resistance test
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209. Prior to testing volumetric samples, condition the test-sized sample for one hour, plus, testing, at a minimum, evaluate all material located between passing QC, PC or IV test results. PC, specification change. The changes are proposed by Wayne Rilko to update test language and replace, in a continuous manner, assure an adequate number of test results are obtained for stockpile approval. Test, with a minimum of six test results. Test the RAP material for Gmm (for Gsb determination
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combines wear test and minimum bending tests on the same sample and keep the clamping force for a duration, , by facts, completely forces to make new tests again. Test per Appendix B.5 (“Leak tightness of assembled, , fabrication process, on-site installation and testing and approval processes for the ducts, to conduct the new tests or set up a deadline before their approved system being taken off from the approval list. Our question is: What is the grace period for conducting additional tests? Some
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as Na2O (% Na2O plus 0.658% K2O), may be used with no further testing. High Alkali Cement containing, with the following. When high alkali cement is used in concrete, the test results shall verify improved, tests of concrete shall be performed in accordance with AASHTO T3758, ASTM C39, ASTM C157, FM 3-C1012, (MH) or Type IL (≤15) shall be 8873 cal/g or less at 7 three days when tested in accordance, /g or less at 7 three days when tested in accordance with ASTM C1861702 and reported at three days
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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 experience on at least, person with transportation to assist as required during load test setup and conducting of the load tests, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final, when driving specified test piling in end bents or when the Plans show uncased piles through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_0Section92-042915
)(a), and 334.048 Florida Statutes American Society for Testing and Materials (ASTM) Standard Test, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over, performing such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. Florida Department
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tests to be used as a full cross section test. I recommend keeping it as skin. 2) Table 1, from skin/core to core. The cores of these materials are foamed and will be hard to test for tensile properties because the test procedure calls out a coupon test. The coupon test will need to be machined from the cross section and the test results can vary widely depending on where the coupon, important than the core. This property should be changed to skin or be required to be tested
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for static load tests, the Engineer will consider all required static load testing Unforeseeable, Structures Without Test Piles: For projects structures without test piles or 100% dynamic testing, in monitoring all blows delivered to the pile. All test piles will have dynamic load tests, under Pay Item No. 455-34. No payment will be made for dynamic load tests on test piles. For structures with 100% dynamic testing, Tthe cost of 100% dynamic load tests on production piles
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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, such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel as defined, Testing Technician - Grade 1 performs concrete plastic properties test, such as slump, temperature, air, materials ratio. (2) The ACI Concrete Strength Testing Technician performs tests on hardened properties
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. Ensure the QC testing laboratory input the compressive strength test results into the Department, : 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests, by Oliver Chung to remove test data entry language already provided in Section 105. Please review, is deleted and the following substituted: 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests in accordance with 346-8 and cast a set of three QC cylinders
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, and 120-10.4 with 125-125-10. 125-9.1.1ReducedTestingFrequency:When 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, of testing. Generate random numbers based on the two LOTs under consideration. When Quality Control test, . If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality
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and shoulder pavement at the crosswalk location. The test installation shall be tested by the manufacturer, above. 4. For products proposed for use in vehicular traffic areas, independent test data verifying, , installed in accordance with the manufacturer’s specifications and procedures, has been tested, , Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed, -vehicular traffic areas, independent test data verifying the material meets the requirements
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for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test will result, 834-835) are deleted and the following substituted: 938-5 Accelerated Corrosion Test Method (ACTM, the grout being tested and the control sample using a 0.45 water-cement ratio neat grout, exceed 1,000 hours is considered satisfactory. 938-6 Variation in Testing for Specific Applications, in vertical applications. In addition, perform the Schupack Pressure Bleed Test Procedure for Cement Grouts
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Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi, 834-835) are deleted and the following substituted: 938-5 Accelerated Corrosion Test Method (ACTM, modified for sieve size. for both the grout being tested and the control sample using a 0.45 water, to corrosion exceed 1,000 hours is considered satisfactory. 938-6 Variation in Testing for Specific, in Bleed Test Procedure for Cement Grouts for Post-Tensioned Structures as outlined in Appendix C
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for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test will result, 834-835) are deleted and the following substituted: 938-5 Accelerated Corrosion Test Method (ACTM, the grout being tested and the control sample using a 0.45 water-cement ratio neat grout, exceed 1,000 hours is considered satisfactory. 938-6 Variation in Testing for Specific Applications, in vertical applications. In addition, perform the Schupack Pressure Bleed Test Procedure for Cement Grouts
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in this Section to perform all testing and to submit certified test reports for materials, ). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Pressure Tests: 1. For each Family, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler, : In addition to the other testing specified in this Section, test all external PT systems as follows, with a straight profile. System testing for external duct assemblies requires two additional tests
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sample tested. The State Materials Office or an AASHTO accredited laboratory designated by the State Materials Office will perform Resolution testing. The material will be sampled and tested, for LOT based testing. Please share this proposal with others within your responsibility. Review, . The Engineer will compare the Verification test results to the corresponding Quality Control (QC) test results. If the test result is within 4.5 lb/ft 3 of the QC test result, the LOTs will be verified
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A crashworthy device that has been approved using the NCHRP testing requirements
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