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4001604.FHWA
and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5, to procedure, in lieu of the time delay periods set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5 and a determination made using one, and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance with ASTM C31 and test them in accordance with ASTM C78. When the cylinder test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4001604.fhwa.pdf?sfvrsn=de9eb15a_0D3470000.do
with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, tickets, certifications, certified mill test reports). 3.Acopy of the scale company or testing agency, components and proportions, when unsatisfactory test results are obtained from the use of the substituted, moisture test approximately half way through the batching operations and adjust batch proportions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d3470000.do.pdf?sfvrsn=ed9c0bbe_03470000IMP
. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete at their discretion, (deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency, approved mix components and proportions, when unsatisfactory test results are obtained from the use, placements expected to exceed three hours, perform an additional moisture test approximately half way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3470000imp.pdf?sfvrsn=889c1c9c_07090000IMP
will take random samples of the materials in accordance with the Department’s Sampling, Testing, of the glass spheres in accordance with ASTM D 1214 and the Department’s Sampling, Testing, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, LOT numbers appear on the materials and glass spheres packages. Submit a certified test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7090000imp.pdf?sfvrsn=72610c7b_07090000SS
’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, ’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, on the materials and glass spheres packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/7090000ss.pdf?sfvrsn=3b8db6db_03360000.impl
uniformly blended while in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder, at the project site/asphalt plant or supplier’s terminal, obtain the sample for testing from, taken in the Quality Control records. 336-5.2 Verification Requirements: The Engineer will test, by passing test results, and the Engineer grants approval. The Engineer may require that any mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3360000.impl.pdf?sfvrsn=c6462528_00010200.FHWA
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA, , 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, American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , designates a specification, test method, or other code or recommendation of the particular authority
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/0010200.fhwa.pdf?sfvrsn=4d6b6820_0D3470000
with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, (deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report, and proportions, when unsatisfactory test results are obtained from the use of the substituted material(s, aggregates. On concrete placements expected to exceed three hours, perform an additional moisture test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d3470000.pdf?sfvrsn=9a6e83df_0D3470000.do
. Use originally approved mix components and proportions, when unsatisfactory test results, hours, perform an additional moisture test approximately half way through the batching operations, production facility for non-compliance with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete at his discretion to verify its quality. 347-4.3 Records, . 2.Materialssource(delivery tickets, certifications, certified mill test reports). 3.Acopy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3470000.do.pdf?sfvrsn=17daec26_07090000SS
’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, ’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, on the materials and glass spheres packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7090000ss1673a963ea60440688d4315f9b5f9612.pdf?sfvrsn=a06478d8_03470000SS
with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, unsatisfactory test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage, to exceed three hours, perform an additional moisture test approximately half way through the batching, . 2.Materialssource(deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report showing the observed deviations from quantities checked during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss.pdf?sfvrsn=d7704a62_03470000SS
with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, unsatisfactory test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage, to exceed three hours, perform an additional moisture test approximately half way through the batching, . 2.Materialssource(deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report showing the observed deviations from quantities checked during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss50dd50b158ba4ef7b8d62463ccb0e0c7.pdf?sfvrsn=4c1e5edb_00060103.FHWA
Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must, and approval by the Department. The Department will consider any marked variations from original test values, and detailed by the applicable Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0060103.fhwa.pdf?sfvrsn=12727844_04500000.resp
other nondestructive test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily for each individual, by compressive strength cylinder tests or other approved means, no later than 24 hours after casting and every 24 hours thereafter until release strength is developed. In lieu of every 24 hour testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4500000.resp.pdf?sfvrsn=b865cfd3_0SPM7090000-723-i18601
, Testing and Reporting Guide schedule. 709-3 Equipment. Use equipment that will produce continuous, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm7090000-723-i18601.pdf?sfvrsn=4601eb84_2SPM7110201-122
material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule, thermoplastic pavement markings prior to opening to traffic. Conduct field tests in accordance with FM 5-541.Take test readings representative of the pavement marking performance. Remove and replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm7110201-122.pdf?sfvrsn=7413cad9_2SPM7090000-122
will take random samples of the materials in accordance with the Department’s Sampling, Testing, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm7090000-122.pdf?sfvrsn=7e38e9cd_2SPM7090000-722-i17971
will take random samples of the materials in accordance with the Department’s Sampling, Testing, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm7090000-722-i17971.pdf?sfvrsn=7c002e35_2SPM7110201-721
material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule, thermoplastic pavement markings prior to opening to traffic. Conduct field tests in accordance with FM 5-541.Take test readings representative of the pavement marking performance. Remove and replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm7110201-721.pdf?sfvrsn=5b619951_2SPM7090000-721
will take random samples of the materials in accordance with the Department’s Sampling, Testing, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm7090000-721.pdf?sfvrsn=c9b9ecb4_2