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9600201-723origind
at least 9596% of PT steel actual ultimate strength when tested in an unbonded state, without, LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test anchorages, ) with the exception that the design concrete strength used in the testing will be 6,500 psi. For anchorages that will be used for tendons with flexible filler, test anchorages in accordance with EAD
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testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains, of 0.5% for all grades. 2. The intermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades. 3. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec for the Dynamic Shear Rheometer test AASHTO T 315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation
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the following comments for your consideration. Consider removing the flexural beam testing from the specification since it is such an unreliable and error prone test. Thank you for the opportunity to provide, in 400-17.1 and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams AND CYLINDERS in accordance with ASTM C 31 and test them beams and cylinders in accordance with ASTM C 78 and C
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removing the flexural beam testing from the specification since it is such an unreliable and error prone test. Thank you for the opportunity to provide input. If you have any questions or need, : As an alternate procedure, in lieu of the time delay periods set forth in 400-17.1 and 400-17.3, test, in the corresponding structural component. Make the test beams AND CYLINDERS in accordance with ASTM C 31 and test them beams and cylinders in accordance with ASTM C 78 and C 39 respectively. When
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and the following substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test, of efflux shown in Table 938-1. Table 938-1 Property Test Value Test Method Total Chloride Ions Max. 1.0, obtained test value lb/ft 3 ASTM C138 Wet Density - Field Report maximum and minimum obtained test
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during ion extraction. and Ensure the test container is suitable for testing the following all, for testing Test the coating for proper cureing before handling and shipping. Test for cure, . If cure testing is performed per the coating manufacturer’s requirements, submit the test results, since implementation. Examples are the frequency and method required for salt testing, personnel, solutions that could assist those working on the issue. The current Section 560 requires salt testing
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during ion extraction. and Ensure the test container is suitable for testing the following all, for testing Test the coating for proper cureing before handling and shipping. Test for cure, . If cure testing is performed per the coating manufacturer’s requirements, submit the test results, since implementation. Examples are the frequency and method required for salt testing, personnel, solutions that could assist those working on the issue. The current Section 560 requires salt testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5600000.origind.pdf?sfvrsn=ed2ddffc_0SS9320000
be tested according to ASTM D 5329. eking approval of their mater Specification shall demonstrat Test, of a crack, sep least two test samples in aration or op e defect. At a group of thr eet, . At least two test samples in a group of three representing a given sample of sealant shall meet, product is tested and approved by r xpansionjoints. DonotuseLodulusne Seala pes A, B for bridg, .1to1.515 Durometer ASTMD224010-25 SILICONE SEALANT TYPE Test Method TypeA TypeB TypeC TypeD
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be tested according to ASTM D 5329. eking approval of their mater Specification shall demonstrat Test, of a crack, sep least two test samples in aration or op e defect. At a group of thr eet, . At least two test samples in a group of three representing a given sample of sealant shall meet, product is tested and approved by r xpansionjoints. DonotuseLodulusne Seala pes A, B for bridg, .1to1.515 Durometer ASTMD224010-25 SILICONE SEALANT TYPE Test Method TypeA TypeB TypeC TypeD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9320000.pdf?sfvrsn=517ce06e_0Documents and Publications
the resolution testing cost sheet for the Fiscal Year the Contract was let. If a specific test is not in the list, Certification Experimental Project Reports Florida Sampling and Testing Methods (FSTM) Forms, Assurance Proficiency Sample Schedule (PDF-191KB) Independent Assurance Proficiency Sample Test Reports K - L Laboratory and Field Testing Services (PDF-144KB) M - N Materials Bulletins, Chart Reports - In-House Research and Experimental Projects Resolution Testing Costs for Contracts
https://www.fdot.gov/materials/navigation/documents.shtmD0060000.do
previously tested and approved; materials that are or have been improperly stored; and materials, required by the Contract. 6-9 Laboratory Qualification Program. Testing Laboratories participating, current Department approval during testing of Department products: a. Current AASHTO (AAP, C 1077 for concrete for test methods used in the Acceptance Program, with all deficiencies, and equivalent to a or b above. Obtain Department approval prior to beginning testing. The application
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previously tested and approved; materials that are or have been improperly stored; and materials, required by the Contract. 6-9 Laboratory Qualification Program. Testing Laboratories participating, current Department approval during testing of Department products: a. Current AASHTO (AAP, C 1077 for concrete for test methods used in the Acceptance Program, with all deficiencies, and equivalent to a or b above. Obtain Department approval prior to beginning testing. The application
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was built upon previous research that identified and tested several products, expanding the analysis, . Vendors collaborated with the research team to conduct feasibility tests and validate system, 4.3 Test Site Selection, comprehensive testing, analysis, and the development of implementation guidelines, this project sought, project, which identified and tested several products. • Develop evaluation, implementation
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ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current, furnished and of the work performed by the Contractor. Laboratory. The official testing laboratory
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ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current, furnished and of the work performed by the Contractor. Laboratory. The official testing laboratory
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and Testing. Reject any Concrete not meeting the plastic property requirements of Section 346. Concrete, or concrete cylinder testing, and determine 28 day strength using concrete cylinder testing. Perform Quality Control (QC) tests for temperature, slump, and density, and prepare compressive strength, is deleted and the following is substituted: 353-6 Concrete Slab Acceptance and Testing. Reject any, testing, and determine 28 day strength using concrete cylinder testing. Perform Quality Control
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current, . The official testing laboratory used by the Department. Major Item of Work. Any item of work having
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current, . The official testing laboratory used by the Department. Major Item of Work. Any item of work having
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, furnished and of the work performed by the Contractor. Laboratory. The official testing laboratory used
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, furnished and of the work performed by the Contractor. Laboratory. The official testing laboratory used
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