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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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R-31, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1, that the duration of testing should be agreed upon by the tester and the manufacturer. If this method, . Both are calling for 9750900 Jobs with structures different abrasion testing (redundant, abrasion testing. They also are not formulated for color or gloss. The revision would necessitate, and should be 3, not 1. The problem with Clear coats is yellowing. 7) The Fluid resistance test
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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, is the wrong title. To be consistent with AASHTO R-31, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1 will exclude all coatings from QPL approval. Section 563, coats is yellowing. 7) The Fluid resistance test is not necessary and is overkill. The Methyl Ethyl
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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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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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. 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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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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, 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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when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, of pavement markings shall provide a minimum Dynamic Friction Tester (DFT40) value of 45 or greater, or greater for a three-year period as tested per FM 5-622, Part B. SUBARTICLE 971-7.3 is deleted, Tensile Strength: The pavement markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum
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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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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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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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paul.gentry@dot.state.fl.us Comments: The test method ASTM D522, refereed to in 971-3.3 and 971-4.3 shows up on the SMO, paul.gentry@dot.state.fl.us Comments: 971-8.3 Flexability Flexability test "Fed-Spec TT-P-115D" is being, )414-4118 paul.gentry@dot.state.fl.us Comments: The new test method for Bleed Ratio in 971-3.3, rendering the traffic marking less effective as a lane or directional indicator. This test method, less effective as a lane or directional indicator. This test method in conjunction with the method
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under laboratory testing lists ASTM D 4587, 2000 hours. There are four test cycles listed in table I, requires the manufacturer to submit test panels to the Department. All references to outdoor testing, : The salt fog testing is a performance test designed to predict a coatings ability to prevent, states that test panels be prepared “consistent with anticipated use or mutually agreed upon, the product be tested as it will be used? Application rates vary by manufacturer/product technical data
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. Notify the Engineer two weeks before performing test and ensure the Engineer is present during testing, load tests up to and including the 300% load test as required by the Engineer at no additional cost, . Provideinshopdrawingformat for approval, test procedures for specific tests to be performed, the tests. 465-15.2 Functional Acceptance Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests (three phases) and Operational Testing Period. Integrate
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laboratory shall perform the monthly QC tests and a copy of their 9290000 All Jobs certified test, herein. An approved laboratory shall perform the monthly QC tests and a copy of their certified test, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, : The cementitious materials supplier shall submit the proposed Quality Control (QC) Plan, certified test reports, Plan and satisfactory verification of the test results, the plant will be placed on the Department
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Specifications D3212 and C13 both have a plant hydrostatic test period of 10 minutes as compared to the proposed 1 hour period.We recommend a 10 minute testing period for all types of pipes. Allowance, to require the contractor to perform a water pressure test on all pipe runs on the entire project? Jeffrey, or not the intent of this specification is to have the manufacturer test their product in the plant, or if the test must be conducted post installation by the contractor. Also, is it the intent
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