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9320103.comm
requirement. The second test is T-132. Again, has testing been performed to determine how many, (includes bond to asphalt) to 35 psi (bond to concrete and asphalt briquets). The test specimen, , clarification is needed in several areas: a. Is the Type C sealant to be tested between two concrete, and conditioned for the testing? d. The briquets for Type B and C sealants are referred to as “concrete, Comments: (3-5-15) Has FLDOT tested for the requirements listed for Type C or requested data from
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and asphalt briquets). The test specimen design is not suitable for self-leveling, flowable sealants, to be tested between two concrete briquets, between two asphalt briquets, between two concrete, , how are they to be aged and conditioned for the testing? d. The briquets for Type B and C, Sika (303) 980-1780 jason.sika@dowcorning.com Comments: (3-5-15) Has FLDOT tested, to meet both requirements. They are the T-132 test and D412 Tensile. The Tensile stress at 150
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in that evaluation. 5.5.5.7.3 Testing Equipment Acceptable tolerances for the test equipment are shown, ) evaluating the performance of the qualified sampling and testing personnel and equipment, and 2, inspection and testing. District personnel performing IA evaluations must participate in at least, perform acceptance program sampling and testing for the Department must be qualified. Qualifications, . Other qualifications may apply as defined in the contract. Test methods not covered by CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section55-clean.pdf?sfvrsn=28e8e450_79230100.impl
. Samples arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing, compliance testing at any time, of any water source
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9230100.impl.pdf?sfvrsn=8a3e9ba_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/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_09600000.FHWA
the credentials described in this Section to perform all testing and to submit certified test reports, Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated duct, Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing
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Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, the satisfactory completion of all field tests of completed installations in accordance with the requirements, tests of completed installations in accordance with the requirements of 611-4 and on the basis, otherwise in writing by the Engineer. 611-4 Field Tests of Signal Installations. Perform the following tests on all traffic signal installations in the presence of the Engineer and, when applicable
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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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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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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
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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/4550501-122fhwa.pdf?sfvrsn=cc5624c5_2Section86V2-725
) 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
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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 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
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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
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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
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