9274 search results for test
1250008comm
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1250008comm.pdf?sfvrsn=2d1c250b_09160000.origind
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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and on the test deck by July 2009 unless the SMO has conducted the laboratory and field testing, the time to review this document. All but 2 of the lab tests are standard to the AASHTO R-31 test regimen. Mfgr’s already have coating systems tested to this standard. The 2 additional tests that are required are industry standard tests and can be completed (from spraying panels to test results, Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9750000.resp.pdf?sfvrsn=a1a62583_03460025SS
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 to the Engineer, along, acceptance tests, which met all plastic and hardened concrete test requirements. (2, for permeability testing before mix design approval. Take the permeability test specimens from, days prior to the scheduled 28 day test. The average permeability of the two tests, one test per
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tests on the samples taken at 15 minute intervals from each batch. Continue sampling and testing, on the core samples or test cylinders. Submit the results of the laboratory trial batch tests, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2) T h e c e, for permeability testing before mix design approval. Take the permeability test specimens from, at least 7 days prior to the scheduled 28 day test. The average permeability of the two tests, one 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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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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. Salt Fog Test was split into two tests to avoid confusion with acceptance criteria, and adopted as edited in the document. Salt Fog Test was split into two tests to avoid confusion, tests specified in section 975-2.2. • 975-3 Galvanized Steel Coating System • 975-4 Paint, testing section) 1- Section 975-2.2 suggests 2 years of outdoor testing instead of 5 years. Although, testing. I also recommend adding a note that coatings used shall meet ASTM A780 Repair of damaged
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the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (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, a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new, then the Contractor must demonstrate with a successful test section that density can be achieved. Thick
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1250801.impl.pdf?sfvrsn=81771897_01450300FHWA
will verify the QC tests results if the verification test results for pH tested in accordance with FM, Classification and Organic Content Testing: Perform soil classification tests on the sample collected, Classification, Organic Content, and pH Testing: The Engineer will verify the QC test results, ), and pH (FM 5-550) testing. Otherwise, the Engineer will test the sample retained in 145-6.2.1.1, will perform resolution testing. If the resolution test result satisfies the required gradation limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1450300fhwa.pdf?sfvrsn=3bbb721a_16820102.comm
engineering department at Bosch, stating the following labs that you list for testing is no longer accurate do to the increase in speed: Since FDOT increased the wind test to 170 MPH their list of Acceptable Independent Test Lab is no longer accurate. The labs listed there only specify 150 MPH. http, with test labs capable? Response, previously approved cameras have been lab tested for wind velocity meeting the APL specification
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list for testing is no longer accurate do to the increase in speed: Since FDOT increased the wind test to 170 MPH their list of Acceptable Independent Test Lab is no longer accurate. The labs, /AcceptableIndependentTestLabList.shtm Will they update the list with test labs capable? Response: After further consideration, cameras have been lab tested for wind velocity meeting the APL specification below. Will TERL accept our calculations based on the previous wind velocity tests to substantiate our claim that our RISE
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: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract Documents show, the load test by applying a load up to the load required in the Contract Documents or to the failure load, in the plans) after driving of the test pile or reaction piles, whichever occurs last. Allowuptofour
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346 PORTLANDCEMENTCONCRETE–ACCEPTANCESAMPLING AND TESTING. (REV9-16-09)(FA11-9-09)(7-10) SUBARTICLE346-9.2(Pages334-335)isdeletedandthe following substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each design mix for water, , describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly, , and may perform additional Independent Verification tests. All QC activities, calculations
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by the SMO will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T099, Method C. The Engineer will compare the Resolution test results with the QC test results. If all Resolution test results are within 4.5 lb/ft 3 of the corresponding QC test results, the Engineer will use the QC test results for material acceptance purposes for each LOT, of the Verification test result. Otherwise, the Engineer will take one additional sample of material from the soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1201002.impl.pdf?sfvrsn=4e48dbdc_09290000FHWA
or verification test results. 929-1.2 Approved Laboratory: The cementitious materials supplier’s testing, of tests and to delete “Gainesville” from throughout the Section. Please review and transmit your, shall submit the proposed quality control plan, certified test reports from an approved independent, verification of the test results, the plant will be placed on the Department’s list of active, plan approval and to require cementitious material shipments to be individually tested prior
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directional bore get tested for water tight? Are they going. to require 20 PSI test also? Response: Section, . No change made. 6. The testing methods in 556-4.3.2: Standard 24 hour pressure test with a recording, to perform the testing and who is responsible for certifying the test, and providing, Boring, Inc. and American Boring & Trenching, Inc. I believe the specification 556-4.3 Testing, imperfection in the installation of these casings. The air pressurization and water testing spelled out
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of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, not improve the bearing capacity of the stabilized material may be used. (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District, blended material shall be tested to ensure the above requirements are met before being spread
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