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7000800.comm
psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- and verifying test results, . Determine concrete strength from tests on a minimum of two test cylinders, tested [ add **per time, . This give the contractor the option of waiting (say 14 days) or hiring a test lab to make and break, testing. The option will minimize additional cost but provide additional time prior to any loading
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foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- “and verifying test results have been provided to the department, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, per time, of waiting (say 14 days) or hiring a test lab to make and break compressive strength cylinders
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e d methods to mix, circulate, desand, test methods, and proposed testing laboratory to document, and the following substituted: 455-17.6.1 Cross-Hole Sonic Logging (CSL) Tests: Perform all CSL testing, ,testeverypossibletubecombination. Forshaftswithfiveormore tubes, test all pairs of adjacent tubes around, testing or evaluation of that shaft is required. 455-17.6.1.1 Equipment: Furnish CSL test, methods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results
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tests, net movement at the maximum test load (movement between alignment load and the final movement, length. For proof tests, net movement at the maximum test load (movement between alignment load, stressing and testing. The factored design load includes appropriate load factors to ensure, for testing purposes. 12.Transfer(Lock-Off)Load:Prestressingforceinananchorafterproofloading, on an anchor during testing sufficient to keep the testing equipment positioned. 15.PerformanceTest
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods
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5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, tests. Record the ambient air temperature during the test. Ensure that the concrete properties, surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection, Department acceptance tests, which met all plastic and hardened concrete test requirements. 3460202
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,and otherelectricallypoweredoroperateddevicesasshownintheContractDocuments. 630-2 Materials. 630-2.1 Conduit: Use materials that have been tested and listed by a Nationally Recognized Testing Laboratory to the following industry standards: Schedule 40 and 80 Polyvinyl, in accordance with ASTM G154. Ensure that the control sample of any material tested maintains, within the void. Perform continuity tests and insulation resistance tests on all locate wires and provide the Engineer with all test results. Replace, or repair defective locate wire at no additional
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by the State Materials Office will perform Resolution testing. The material will be sampled and tested, for testing. Verification Test results will be used for material acceptance purposes for the remaining, for testing. Verification Test results will be used for material acceptance purposes for the 16 LOTs, material for the upper courses, allow the Engineer to make density tests for the lower courses, and testing at a minimum frequency listed in the table below. The Engineer will perform Verification
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tests on samples taken from the finished 4620000 462 Items product. Test the remolded finished, . Test and provide written certification that the couplers meet or exceed the testing requirements, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test, of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference
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GRADE RS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF, 3% by volume Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF,100g, 5seconds, at this temperature for 20 minutes. TRACKLESS TACKS CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion, Particle charge positive Tests on Residue From Distillation Test: Penetration (0.1 mm) 77, 500°F.Distillation maximum 1% by volume Sieve Test maximum 0.30% (a) Tests on Residue From
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mix does not exceed 1 inch, 4 x 8 inch test cylinders may be used for compressive strength tests, compressive strength test data for both 6 x 12 inch and 4 x 8 inch test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing, Precast Prestressed Concrete Construction – Materials and Acceptance Testing – Concrete Dear Dr, for Precast Prestressed Concrete Construction – Materials and Acceptance Testing - Concrete
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testing of representative samples of the product, and input from the supplier the following test, UserFAX: COMMENTS: There were some requirements for NTSS-1h that are incorrect. Sieve Test, as it is not relevant RESPONSE: Formatting and test requirements were reviewed and addressed. For CRS-1h: The test requirement for sieve test was reformatted to “maximum 0.10%”. For NTSS-1hm: The test condition for sieve test was removed as not relevant, and note (a) moved to apply to the test
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friction within 60 days of project acceptance by the Department. Conduct the friction test using either a locked wheel tester in accordance with FM 5-592 (Florida Test Method for Friction Measuring Protocol for Patterned Pavements) or a Dynamic Friction Tester in accordance with ASTM E1911. FM 5-592, , including contracting for friction testing with a qualified firm. “Maintenance” of all patterned pavement, at 40 mph with a ribbed tire test (FN40R) or equivalent. Failure to achieve this minimum resistance
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friction within 60 days of project acceptance by the Department. Conduct the friction test using either a locked wheel tester in accordance with FM 5-592 (Florida Test Method for Friction Measuring Protocol for Patterned Pavements) or a Dynamic Friction Tester in accordance with ASTM E1911. FM 5-592, , including contracting for friction testing with a qualified firm. “Maintenance” of all patterned pavement, at 40 mph with a ribbed tire test (FN40R) or equivalent. Failure to achieve this minimum resistance
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locations within the test section. a. All five QC tests and a Department Verification test must meet, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Verification sampling and tests at a minimum frequency listed in Table 120-23 below. Table 120-32 Test Name, Plans, Index 120-001. Otherwise, the Engineer will test the sample retained for Resolution testing, : 1.Notify the Engineer and obtain approval in writing prior to beginning construction of a test
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, in Specification Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification, will perform Resolution testing. The material will be sampled and tested in accordance with FM 5-515, will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method, the remaining Verification split samples for testing. Verification Test results will be used for material, . 160-7.3.2 Department Verification Tests: 160-7.3.2.1 Bearing Value: The Engineer will sample and test
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