9274 search results for test
SS9230100
arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of usual r. pproved sources will be as outlined in the Sampling, Testing, compliance testing at any time, of any water source. a d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss92301009ab2adb15115448eb282f68cc1b57bb4.pdf?sfvrsn=3e5ffe4f_0SS9230100
arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of usual r. pproved sources will be as outlined in the Sampling, Testing, compliance testing at any time, of any water source. a d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9230100.pdf?sfvrsn=888430f8_03470201.resp
test results have been mentioned. It has not been mentioned that the results of how many test cylinders are used to determine the average compressive test result. Response: The word "average" has been deleted. ASTM C-39 is referenced which gives the number of cylinders required for a test result. 3- The compressive strength test results should also be acceptable from the laboratory test data. The proposed change only accepts test data of production concrete. Response: Language changed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3470201.resp.pdf?sfvrsn=947316a8_03460203-723FHWA
of concrete, perform the following tests: 1.Except for SCC, perform a an additional slump test, Concrete Sampling and Testing. QC tests include air content, temperature, slump, and preparing, trucks if the QC truck has failing test. Perform plastic properties tests of concrete on all trucks, : The strength test of a LOT is defined as the average compressive strength tests of at least two companion, are tested within 14 calendar days of the acceptance strength tests. The Engineer will determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460203-723fhwa.pdf?sfvrsn=23f6c294_2Section86V2cln
of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, designs, laboratory and field trial batches of the concrete mixes, and inspection and testing, qualification process. B. Routine QC tests. C. The concrete batching sequence, mixing methods
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will be made for dynamic load tests on test piles. For structures with 100% dynamic testing, the cost, for as test piling. 455-11.5 Dynamic Load Tests: Payment will be based on the number of dynamic load, Pay Item No. 455-34. No payment will be made for dynamic load tests on test piles. For structures, meeting the requirements of 902-3.3. In the setting of permanent and test piling, the Contractor may initially predrill holes to a depth up to 10 feet or 20% of the test pile length whichever
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Static Compression Load Tests. 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, the receipt of the load test data which represents the designated area. Do not begin static load testing, testing, cut off the tested piles/shafts, which are not to be incorporated into the final structure, specified test piling in end bents or, (2) the Plans show uncased piles through proprietary retaining
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Static Compression Load Tests. 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, the receipt of the load test data which represents the designated area. Do not begin static load testing, testing, cut off the tested piles/shafts, which are not to be incorporated into the final structure, specified test piling in end bents or, (2) the Plans show uncased piles through proprietary retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4550000.origind.pdf?sfvrsn=10efaad8_0Section86V2-722cln
) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic No.: 675-000-000 Materials Manual, consecutive QC or verification tests, which have met all plastic and hardened concrete test, trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
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) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing, of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, . Perform flowing concrete tests at the point of placement or testing station established, and field trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section86v2-725redln.pdf?sfvrsn=7fa0412_1Section8.6V2-722
and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing, AND TESTING OF THE FIELD DEMONSTRATION CONCRETE Perform the field demonstration tests, in accordance, -accepted consecutive QC or verification tests, which have met all plastic and hardened concrete test, tests at the point of placement or testing station established for that express purpose, provided, and field trial batches of the concrete mixes, and inspection and testing of production concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section8-6v2-722.pdf?sfvrsn=d9e7c9d0_1Section86V2-725
) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing, of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, . Perform flowing concrete tests at the point of placement or testing station established, and field trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section86v2-725.pdf?sfvrsn=548e6d9_19330000.FHWA
reinforcement. For tests specified to be made by the producer, submit certified test results, . For tests specified to be made by the producer, submit certified test results to the Engineer prior, Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test Method, ) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method for performance of anchorages, strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1
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Aggregate Angularity: When tested in accordance with AASHTO T 304, Method A, meet the uncompacted void, is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests are performed on two gyratory specimens compacted to Ndes level of gyrations, tests are performed at 64.0 C. 4. The average rut depth for two specimens shall not exceed 4.5 mm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3340302-724origind.pdf?sfvrsn=c257905d_13300000.D04FHWA
Sampling and Testing. A detailed list of equipment and supplies required for each test is included, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, the next round of specification changes occur. 2. Section 330-2.2 Minimum Process Control Testing, daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can be seen, the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements
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testing of one of its straight portions, a test specimen produced at the same time, during the same, . When the bent shape does not allow for the tensile testing of one of its straight portions, test, not allow for the tensile testing of one of its straight portions, test specimens produced, Testing Requirements for Project Material Acceptance of FRP Reinforcing Bars Property Test Method, bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use only
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in which the plastic properties will be tested. Response: No change made. 11. In 9.2.8 Step (2) of the procedure for slump loss tests, it states, “This test may be used for lower ambient temperature, ) of the procedure for slump loss tests, it states, “Submit slump loss test results to the Contractor, the slump loss test. It is not the intent to have the slump loss tests approved by DMO before, to require testing of absorption on silica sand, and even less need for a comparison of tests from
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Carbide Gas Pressure Moisture Tester (FM 5-507) (also known as the "Speedy Moisture Test, tests on Department roadway projects are required to be formally qualified. The Department’s, This is the QC Technician who must be qualified to perform acceptance tests such as Nuclear Density Tests, who test earthwork to verify material quality, resolve disputes or perform Independent Assurance (IA, . This individual will also perform base acceptance tests and inspection. If an inspector’s Earthwork Level 1
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, a minimum of two bridge bearing pads per LOT will be selected by the Engineer, one for testing and one for confirmation in the event of a failing test result. LOTs will be sampled only after all like pads, selected for testing. Bridge bearing pads shall be available for sampling a minimum of three weeks prior to their installation. The sample bridge bearing pads shall be tested by an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9320203.impl.pdf?sfvrsn=78f0f7ac_09320300.origind
not allow for the tensile testing of one of its straight portions, a test specimen produced at the same time, during the same production lot, but of sufficient length to perform the required testing, ) reinforcing bars. All FRP reinforcing bars shall meet the requirements of ACI 440.6 following the test, bent bars of sufficient length to be tested according to ASTM D7205. The tensile strength, test reports conducted by an independent laboratory, qualified by an ISO 17025 accreditation agency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9320300.origind.pdf?sfvrsn=bbe935a6_0