8976 search results for test
9600201.origind
%ofPTsteelguaranteedultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated, )Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e
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feet of the failing verification test, I believe this is incidental to placing and testing, that Resolution laboratory tests may be deducted. There was no intent to include field testing. (3, bob_dion@urscorp.com Comment: Suggest you change the title of 120-10.1.7 from 'Deduction for Resolution Tests' to 'Resolution Tests'. It covers the handling or payment for favorable and unfavorable results. Response: The title will be changed to “Payment for Resolution Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.resp.pdf?sfvrsn=6cc4d1e0_0Section24V2-722cln
Reinforcement-Concrete Pull Out Tests The Supplier shall submit test results revealing the bond between, typical construction conditions. Use the following criteria to develop the method of testing: a) Test, A944 testing. b) Test samples are required over the range of viscosities of the slurry for which, . • Photographs documenting all steps of the testing procedures and apparatus. • Test results in a tabulated, shall perform non-destructive load testing on the test and control shafts. The shafts shall
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the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. b) Test samples, approval. Fabricate at least 3 samples per viscosity tested and 3 control test samples using water, testing on the test and control shafts. The shafts shall be uniform in diameter using the same, the properties tested (viscosity, density and pH). If clean water is used as a control fluid, no testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section24v2-724cln.pdf?sfvrsn=e6c08680_1SS9160000
testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains hydrated, test result outside the specification limits will require immediate sampling and testing for specification compliance and appropriate action taken. The QC testing and location where the test, shipped to Department projects, samples shall be obtained by the supplier and tested for QC testing, . The Department may sample and test pre-tested cut-back asphalt from the supplier’s storage tank
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of protection against vandalism.” is subjective and not verifiable/testable. Do we need
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9900000.comm.pdf?sfvrsn=fc1c508d_0Section24V2-724
conditions. Use the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. b) Test samples, Tests The Supplier shall submit test results revealing the bond between the bar reinforcement, is seeking approval. Fabricate at least 3 samples per viscosity tested and 3 control test samples using, testing on the test and control shafts. The shafts shall be uniform in diameter using the same
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of the load test data which represents the designated area. Do not begin static load testing, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, installing end-bent piling/shafts, except when: 1. driving specified test piling in end bents or, 2, and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test
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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 120-3 below. Table 120-3 Test, the Resolution testing. The material will be sampled and tested in accordance with AASHTO T 88, T, . Notify the Engineer and obtain approval in writing prior to beginning construction of a test section
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. 416-6 Testing of Anchors or Dowels. Field test installed anchors and dowels for traffic railing, for field testing is not required. Test individual anchors and dowels by proof loading in tension to 85, 10% of the anchors and dowels in each LOT for testing, with a minimum of five tests per LOT, unless, no more test failures occur, or all anchors and dowels within the LOT are tested. Determine failure, Testing Agency to the Engineer for each LOT. 416-6.2 Removal & Replacement of Failed Test Specimens
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. 416-6 Testing of Anchors or Dowels. Field test installed anchors and dowels for traffic railing, for field testing is not required. Test individual anchors and dowels by proof loading in tension to 85, 10% of the anchors and dowels in each LOT for testing, with a minimum of five tests per LOT, unless, no more test failures occur, or all anchors and dowels within the LOT are tested. Determine failure, Testing Agency to the Engineer for each LOT. 416-6.2 Removal & Replacement of Failed Test Specimens
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. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212 with the exceptions of Sections 7.3 and 7.4. In lieu of Section, testing methodology of ASTM D2412. Load the deflected pipe to within 1/2 the actual pipe diameter, . Ensure that the loading mechanism does not contact the hugger band or associated hardware. Testing, on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugatedmetal pipe
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. All testing shall be complete by July 1, 2023. Table 974-2 Property Documentation Test Value Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report or Independent Laboratory Test, . Initial Friction Resistance [FM 5-622 Part A] Department Testing Reports Dynamic Friction Tester, to persons or property. National Transportation Product Evaluation Program (NTPEP) Test Report or Independent Laboratory Testing must be conducted using the Project Work Plan for NTPEP Laboratory
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by resolution testing when the verification strength test results are determined to be more accurate than, permeability or surface resistivity tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, consecutive Department acceptance tests, which met all plastic and hardened concrete test, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take
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sufficient to keep the testing equipment positioned. 15.PerformanceTest:Incremental test loading, minutes; and 2. For performance tests, totalnet movement at the maximum test load cycle (movement, of the unbondedtest stressing length. For proof tests, net movement at the maximum test load (movement, elongation of the test stressing length. TheEngineer will accept a creep tested prestressed soil, length. For proof tests, net movement at the maximum test load (movement between alignment load
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. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, at 28 days, when tested in accordance with FM 5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test, by the Engineer for verification testing. When the Engineer’s verification test results do not compare, Acceptance Sampling and Testing. 346-9.1 G e neral: Perform plastic properties tests in accordance
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samples or test cylinders. Submit the results of the laboratory trial batch tests and field, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, performing such tests. Perform slump loss testing of the drilled shaft mix using a laboratory, tests: (1)Preparethemix for the slump loss test at a temperature consistent with the highest, for QC tests as the Department uses for Verification testing. When using pressure type meters, use
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samples or test cylinders. Submit the results of the laboratory trial batch tests and field, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, performing such tests. Perform slump loss testing of the drilled shaft mix using a laboratory, tests: (1)Preparethemix for the slump loss test at a temperature consistent with the highest, for QC tests as the Department uses for Verification testing. When using pressure type meters, use
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or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration, test specimens to the Engineer for resistivity testing before mix design approval. Take, such tests. Perform slump loss testing of the drilled shaft mix using a laboratory acceptable, tests as the Department uses for Verification testing. When using pressure type meters, use, as required by the Engineer for verification testing. When the Engineer’s verification test results do
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. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, test specimens to the Engineer for resistivity testing before mix design approval. Take, determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification testing. When the Engineer’s verification test results do not compare with the QC plastic, and the QC testing is identified in the IA Checklist Criteria. When a test does not compare
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