8978 search results for test
9750000origind
Random Laboratory Verification Testing: Prepare and coat 12twelve flat test panels for random laboratory verification testing. 975-2.2.2 Outdoor Exposure Testing: Prepare and coat 8eight test, Requirements Laboratory Testing Property Test Method RequirementAcceptance Criteria Slip Coefficient, cylindrical mandrel No cracking Outdoor Testing Property Test Method RequirementAcceptance, the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square feet per gallon, plus
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Random Laboratory Verification Testing: Prepare and coat 12twelve flat test panels for random laboratory verification testing. 975-2.2.2 Outdoor Exposure Testing: Prepare and coat 8eight test, Requirements Laboratory Testing Property Test Method RequirementAcceptance Criteria Slip Coefficient, cylindrical mandrel No cracking Outdoor Testing Property Test Method RequirementAcceptance, the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square feet per gallon, plus
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laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
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laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
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both lines. Protect all power, video, and data lines. 780-5 Testing. Perform the required tests, and approval prior to commencement of testing. Ensure that the test plan demonstrates each and every, , and supplies necessary for conducting the tests. Include in the test documentation the last, lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer, . ProvidethetestplantotheEngineeratleast14daysinadvanceforreviewand approvalpriortocommencement of testing. Ensure that the test plan
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Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported, . Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test, allowed. Table 1.2 Test Methods and Requirements for Drainage Geotextiles Types D-4/6 and D-5 Property/Test Method D-4/6 D-5 Minimum Permittivity (Sec -1 0.5 ) per ASTM D4491 0.5 Maximum AOS
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on an anchor during testing sufficient to keep the testing equipment positioned. (o)Performance Test, Prestressed Soil Anchor Testing and Stressing. 451-7.1 General: Test each prestressed soil anchor, load to the prestressed soil anchor prior to testing. For the maximum test load, do not exceed 90, Test Acceptance Criteria: The Engineer will accept a performance or proof-tested prestressed soil, theretainingwallononeendandtothesoilontheotherendthroughabulbofpressureinjected portlandcement concrete grout. Test each anchor
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% Dynamic Testing of Pile Foundations WITH Test Piles. the shaft to be tested. Locate the reference beam, SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles, with 100% Dynamic Testing of Pile Foundations WITH Test Piles. The Department will make, Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior
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% Dynamic Testing of Pile Foundations WITH Test Piles. the shaft to be tested. Locate the reference beam, SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles, with 100% Dynamic Testing of Pile Foundations WITH Test Piles. The Department will make, Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior
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two sets of QC density tests per source five QC density tests at random locations within the test, thickness. All QC tests and a Department Verification test must meet the density required by 200-7.2.1, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert to the original, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert
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two sets of QC density tests per source five QC density tests at random locations within the test, thickness. All QC tests and a Department Verification test must meet the density required by 200-7.2.1, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert to the original, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert
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American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, chloride testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test, the DMRE at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
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-Tensioning Institute. Report the 9380500 All Jobs percent bleed for the grout tested. Test grout, tested. Test grout at the specified pressure of 100 psi. An acceptable test will result, Temperature Fluidity Test. Perform a conditioned laboratory high temperature grout fluidity test, conform to the requirements of 938-4 including initial fluidity test. For the test to be successful, the grout must have an efflux time of not greater than 30 seconds at the end of the one hour test
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is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value, ) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D7173-14 and Softening Point
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. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density, test or when the QC tests cannot be verified, construct a new test section. The Contractor may elect, when test results meet the following conditions: QualityControl tests must meet the specifications, and testing the material in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2
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Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications held and the expiration dates, . Incomplete or inaccurate reporting. h. Using unqualified technicians performing testing. (please, is prohibited for any contract laboratory or staff to perform Contractor Quality Control testing and any other Acceptance Program testing on the same contract. Name: Ken Zinck (Coordinating D5) Work
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171-173) is expanded by the following: 120-10.1.7 Payment for Resolution Tests: If the Resolution, for Resolution testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. IftheResolutionlaboratoryresultsdonotcompare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates. No additional time will be granted for the impacts of any such testing
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of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying, tested once a day. Ensure that the pixel status test determines the functional status of the pixel, Installed Site Tests: Conduct an approved, stand-alone equipment installation test at the field site, and the following substituted: 700-4.20 System Testing: Conduct approved DMS system tests on the field, Acceptance Testing: Conduct a 30 day acceptance test after the successful completion of the approved 72
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and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits, Chloride - 0.05% Sulfate as SO 4 - 0.30% Chemical Test Maximum(%) Equivalent Alkalis as (Na 2 O, be tested and approved before use and shall not exceed the following allowable limits: Acidity
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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 Laboratory (AMRL) which shows the posttensioning system meets all the requirements specified herein. Test, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, component test and entire system test, if needed, must be retested in accordance with the requirements
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