9185 search results for test
9160000.origind
testing and location where the test will be done shall be identified in the suppliers Quality Control, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, in TrichlorethyleneTrichloroethylene minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-200 Minimum/Maximum Tests, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF minimum 45
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test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single, settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion, from date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests, will be waived. EMULSION PRIME (RS TYPE) Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol
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) Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, the discharge of more grout at these locations. Also grout pressure tests and required pressures before, lb/galpounds per gallon (0.17 lb/gal). (b) 1. Test for presence of chlorides and oils, for PT System and component testing; however, subcomponents of approved systems may be eliminated, possible components is required for PT System and component testing; however, subcomponents of approved
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be tested before use and shall not exceed the limits of Table 923-2: Table 923-2 Chemical Test Test, and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1 and 923-2 or equivalent, . The test method used shall be included in the concrete producer report. 923-3.2 Recycled and Reclaimed Water : Recycled and reclaimed water shall be tested before use and shall not exceed
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CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77°F 20–100seconds, . EMULSIFIED ASPHALT GRADE NTSS-1hm Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol, maximum 0.30% (a) Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F,100g,5seconds, (a) minimum 60% Sieve Test maximum 0.10% Residue by Distillation 500°F.Distillation minimum 55% Naphtha Portion 500°F.Distillation.(b) maximum 3% by volume Particle charge positive Tests on Residue From
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to cure for 21 days at room temperature. Then, run the test using the Gardner Mandrel Impact Tester, . Anotationof the number of coats and the thickness of each coat at which the product passes testing, 971-22.2 (Pages 912-913) is deleted and the following substituted: 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:Subject the applied finish coating to Freeze-Thaw Cycle Tests as follows: (1)Castandcurethreeconcretespecimens
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to cure for 21 days at room temperature. Then, run the test using the Gardner Mandrel Impact Tester, . Anotationof the number of coats and the thickness of each coat at which the product passes testing, 971-22.2 (Pages 912-913) is deleted and the following substituted: 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:Subject the applied finish coating to Freeze-Thaw Cycle Tests as follows: (1)Castandcurethreeconcretespecimens
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to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC density tests at random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. All QC tests and a Department, tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
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to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC density tests at random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. All QC tests and a Department, tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
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American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, ), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida, , measurements, and necessary tests to substantiate materials and Pipe in conformity with the Contract, and tests and maintain an acceptable quality control program in compliance with the requirements, adequate inspection and testing during the production of Pipe for Department projects. In lieu
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for testing, except if there are three or less in the LOT, in which case, test all anchors or dowels, or dowel per LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, in the center of the drilled holes until the adhesive bonding material has cured. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing agency
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testing. If the Resolution Test results meet the requirements of Section 914 then the Engineer, to be stabilized. 160-3.2.1 Sampling and Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency
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testing. If the Resolution Test results meet the requirements of Section 914 then the Engineer, to be stabilized. 160-3.2.1 Sampling and Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency
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requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractors, Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt Furol, CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc. 122ºF
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Box I disagree with the position that structure-specific tests are not needed if the structure, the case. I believe the Department would be better served to require that QC tests be conducted, the structure. Although I understand that the use of randomly selected Verification tests should result, structures are tested separately from the pipe runs whether compacted in the "same" operation or not. 2, " in the second sentence of the proposed change? I believe the intent is to require that a QC test be taken
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asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, testing and location where the test will be done shall be identified in the suppliers Quality Control, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, from the date of issue. The Department may sample and test pre-tested cut-back asphalt from, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol
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are still using previous NTPEP tests and would not meet Metropolitan Delineator Category, there is only 1 manufacturer that has tested on Datamine and does not meet the minimum for this category. Would you continue to accept previous NTPEP Tests run on Surface Mount Delineators or accept Durable, - To my knowledge all manufacturers are still using previous NTPEP tests which required 5 summer and 5 winter impacts. Datamine only shows 1 manufacture that has tested under the newer category since it
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Weather Test. Will you be giving some grace period or do you plan to accept the 10 impact tests that were, all manufacturers are still using previous NTPEP tests and would not meet Metropolitan Delineator Category, there is only 1 manufacturer that has tested on Datamine and does not meet the minimum for this category. Would you continue to accept previous NTPEP Tests run on Surface Mount Delineators, Ground Mounted - To my knowledge all manufacturers are still using previous NTPEP tests which
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testing, the minimum bending radius for the duct. The test consist of a modified duct wear test, -tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independ laboratory audited by AASHTO Materials Refere tensioning system meets all the requirements specified herein. Test plastic components in a certified independent, Institute (GAI) or the American Association for Laboratory Accreditation (A2LA). Certification of test
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testing, the minimum bending radius for the duct. The test consist of a modified duct wear test, -tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independ laboratory audited by AASHTO Materials Refere tensioning system meets all the requirements specified herein. Test plastic components in a certified independent, Institute (GAI) or the American Association for Laboratory Accreditation (A2LA). Certification of test
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