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SS0060000
not exist for a particular test, perform the testing in accordance with the method specified, 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, by Manufacturers: Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
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not exist for a particular test, perform the testing in accordance with the method specified, of these Specifications. The Engineer 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, . 6-1.2.1 Pretest by Manufacturers: Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract
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ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, and of the work performed by the Contractor. Laboratory. The official testing laboratory used, Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers Association
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the requirement for Abrasion testing. Please review and transmit your comments, if any, within two weeks, of products must submit an application in accordance with Section 6 and include independently certified test, a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing rods, cracking are specified with test results which show long term cracking is nonexistent. Fiberglass
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of the testing requirements for wales and dimensional lumber. Please review and transmit your comments, with Section 6 and include independently certified test reports that the material meets, must be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D, be reduced when other means of controlling cracking are specified with test results which show
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the requirement for Abrasion testing. Please review and transmit your comments, if any, within two weeks, of products must submit an application in accordance with Section 6 and include independently certified test, a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing rods, cracking are specified with test results which show long term cracking is nonexistent. Fiberglass
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American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, . Laboratory. The official testing laboratory used by the Department. R e d l i n e V e r s, with samples that may be subjected to the tests provided for in these Specifications to determine
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Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from AASHTO Product Evaluation & Audit Solutions documenting the product meets the requirements of this Section. Impact testing must be performed on concrete in accordance with AASHTO, Delineators for the category of High Speed Applications and for hot weather test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches above the pavement
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/testing requirements. Will there be any? Also, as an industry member of the NTPEP committee on detectable warnings I know there had been discussions of requiring some of these tests, but we haven't met, (APL) meeting the requirements of Section 974. The NTPEP product testing changes are in process
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to update ASTM reference for testing cylinders. Please review and transmit your comments, if any, :Asanalternateprocedure,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams beams, in the corresponding structural component. MakeTest the test beams beamscylinders in accordance with ASTM C 31 and test them cylinders in accordance with ASTM C 783978. When the test results indicate, : 400-17.4AlternateProcedure:Asanalternateprocedure,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test
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concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance, in the cast-in-place foundation 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 C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Fill the voids around precast concrete foundations, finished grade. 715-14 Tests of Installation. Upon completion of the work, test the installation
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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 panel board. 715-14 16 Tests of Installation. Upon completion of the work, test, of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test, holder in the panel board. 715-16 Tests of Installation. Upon completion of the work, test
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of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes, of the materials furnished and of the work performed by the Contractor. Laboratory. The official testing
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of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes, of the materials furnished and of the work performed by the Contractor. Laboratory. The official testing
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is self-leveling when applied. Ensure that loop sealant does not run out of unlevel slots as tested, from time of application and when cured as tested for tack free time using ASTM C679 at 77°F, cut, cured for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant, , cured for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using
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. 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, . When a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct, sampling and testing at a minimum frequency of one test per soil type. The Verification test, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer
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of one LOT. Perform five QC tests at random locations within the test section. All five tests must, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor, Materials Office will perform Resolution testing. The material will be sampled and tested, to accommodate compaction and density testing. Submission of bid and subsequent execution of the Contract, envelope if he can demonstrate with a successful test section that density can be achieved. Notify
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. 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, . When a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct, sampling and testing at a minimum frequency of one test per soil type. The Verification test, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer
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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, the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test section, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, to accommodate compaction and density testing. Submission of bid and subsequent execution
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. SUBARTICLE 105-8.7.3 is deleted and the following substituted: 105-8.7.3 Qualified Testing Technicians: Ensure that the testing technicians have the following certifications, as appropriate: 1.ACI Concrete Field Testing Technician Grade I, for personnel performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing self-consolidating concrete (SCC). 2.ACI Concrete Strength Testing Technician, for personnel performing tests on hardened properties
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