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9650000-122impl2
by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, upon, sampled and tested in accordance with the applicable ASTM and shall include the reportable
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by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, and tested in accordance with the applicable ASTM and shall include the reportable properties
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of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, ”. Traffic stripe materials shall contain no more than 3.0 ppm lead by weight in a cured state when tested, of materials are not required to be coated. Thefollowingphysicalrequirements apply: Property Test
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strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
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strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
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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 C31 and ASTM C39 and verifying test results have been submitted, in the sign can be automatically tested once a day. Ensure that the pixel status test determines, in sections that fit into available galvanizing vats. Provide magnetic particle testing on 100% of upright, operates properly during and after being subjected to the environmental testing procedures
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that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify this? [Spec 120-10] 10. Have an appropriate process to ensure that the correct Proctor is used when density test results are evaluated for materials, Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 25. If Density tests fail, ] 11. Enforce the requirement that all required density test results are documented on current
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testing of materials used in construction of temporary erosion control devices other than as provided, project. When no testing is required, the Engineer will base acceptance on visual inspection. For materials that are part of the permanent work, meet the testing requirements of the applicable permanent materials. For materials not part of the permanent work, no testing is required; acceptance, of the permanent work, meet the testing requirements of the applicable permanent materials
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a need for certified mill analysis and test bars? It seems in the process of making it simpler we, of (The test results meet) Response, reinforcement shall be based on the manufacturer’s certified mill analysis certifying that the test results meet the test results meet the specification limits of the ASTM designation for the particular, certified mill analysis for each heat and size per shipment. Delete duplicate texts : “the test result
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mm,dry method with a correction factor of -0.003. 4) Enter the test results in MAC. Follow the MAC data entry IA proficiency samples instructions below. The test report forms are available, Sample Schedule (The deadline date to enter your test results in MAC. It is under the “Test Reported, proficiency sample test results in MAC.)
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Components requiring such test are included in Table TBD. All Rotational Capacity testing shall, such test are included in Table TBD. All Rotational Capacity testing shall be made available, ........................................................................................ 12 11.1.18 Phased Array Ultrasonic Testing (PAUT, for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation of Certified Welding
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of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
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of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
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of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3301102.pdf?sfvrsn=a601fd9c_0DCE07-17
cement has been tested by Titan and verified by the State Materials Office with no difference, Type I/II to Type IL cement; 1. Approved mix designs requiring Surface Resistivity Test values 2
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produced. The Type IL cement has been tested by Argos and verified by the State Materials Office, Resistivity Test values 2. Approved Self-Consolidating Concrete (SCC) mix designs 3. Approved Flowing
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in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
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with this Section. 2.Independent laboratory test data and results showing the product has been tested
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in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
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in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
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