9185 search results for test
SS1200800
and tests at a minimum frequ ted in the table b Test Nam Quality Control Verification Verification, and testing a frequency listed in the table below. The Engineer will perform Verification ency, (Pages 171-173) is expanded by the following: 120-10.1.7 Payment for Resolution Tests, for Resolution testing. No additional compensation, either monetary a h testing, of the Resolution testing will be deducted from monthly estimates. No additional time will be granted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss1200800.pdf?sfvrsn=114e7a54_0SS1200800
and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification, (Pages 171-173) is expanded by the following: 120-10.1.7 Payment for Resolution Tests, for Resolution testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. IftheResolutionlaboratoryresultsdonotcompare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1200800.pdf?sfvrsn=4ed9c17_09380000SS
for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test, change of materials or material sources requires new testing and certification of the conformance, shall be tested and certified by the supplier that the product meets the QC Control Specifications, 6 and include certified test reports from an independent laboratory, audited by the Cement, or other components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/9380000ssb057548c05b74b89b968888aaf3aa1d2.pdf?sfvrsn=f5e2fa2_09380000SS
for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test, change of materials or material sources requires new testing and certification of the conformance, shall be tested and certified by the supplier that the product meets the QC Control Specifications, 6 and include certified test reports from an independent laboratory, audited by the Cement, or other components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/9380000ss.pdf?sfvrsn=484b039a_09380000SS
for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test, change of materials or material sources requires new testing and certification of the conformance, shall be tested and certified by the supplier that the product meets the QC Control Specifications, 6 and include certified test reports from an independent laboratory, audited by the Cement, or other components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/9380000ss.pdf?sfvrsn=6cf3e17b_09380000SS
for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test, change of materials or material sources requires new testing and certification of the conformance, shall be tested and certified by the supplier that the product meets the QC Control Specifications, 6 and include certified test reports from an independent laboratory, audited by the Cement, or other components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9380000ss.pdf?sfvrsn=1e3a6a62_09380000SS
for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test, change of materials or material sources requires new testing and certification of the conformance, shall be tested and certified by the supplier that the product meets the QC Control Specifications, 6 and include certified test reports from an independent laboratory, audited by the Cement, or other components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9380000ss.pdf?sfvrsn=51652525_0D2880000.DO
three sets of production data, either from Department acceptance tests or independently verifiable, design mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d2880000.do.pdf?sfvrsn=1cecc5a7_0D2880000
three sets of production data, either from Department acceptance tests or independently verifiable, mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, to the Department. Neither grinding nor milling will be permitted. 288-7 Sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d2880000.pdf?sfvrsn=ae768978_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/2880000ss.pdf?sfvrsn=63c2485e_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/2880000ss.pdf?sfvrsn=1278c341_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/2880000ss36edc104b6194ed2b6c204aeb011622c.pdf?sfvrsn=b7e25af4_0D2880000.DO
three sets of production data, either from Department acceptance tests or independently verifiable, design mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2880000.do.pdf?sfvrsn=3bc427d8_0D2880000.do
of production data, either from Department acceptance tests or independently verifiable commercial, the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3, will be based upon the completion of a 500 foot [150 m] test section, acceptable to the Engineer, will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples of the Cement Treated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.do.pdf?sfvrsn=97ead329_0D2880000.DO
of production data, either from Department acceptance tests or independently verifiable commercial, the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3, will be based upon the completion of a 500 foot [150 m] test section, acceptable to the Engineer, will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples of the Cement Treated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.doae09885933f74eaa9dd5149162cb3f05.pdf?sfvrsn=6f5ed2ee_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2880000ss.pdf?sfvrsn=dfa28bb4_01250000.resp
delete or two sections in ......reduce the QC density testing to one test every 1000 feet or two, . The specifications require 1 verification test per 4 passing QC tests. From our experience, there are often, . A verification test run per four passing QC tests within a run of pipe and 2. A verification test run, and increasing the distance/total number of tests - how does one handle a project that is built in short, larger Lots and longer consecutive distances before reduced testing is an option. My question
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to the project site. Reduce the frequency of absorption tests to one test every five LOTs when the results, . Perform absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0% of the dry mass for Test Method A procedure or 8.5% for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days of standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/4070403impl.pdf?sfvrsn=1e37805b_24100303impl
absorption tests on specimens from each LOT of dry-cast production in accordance with the test, for Test Method A procedure or 8.5 percent for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days, before the completion of the 28 day curing period. Core three specimens for Test Method B, a minimum of one specimen for Test Method A in accordance with the test cylinder requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/4100303impl.pdf?sfvrsn=b9afe507_29850000-722resp
, materials used for erosion control applications must be tested without any natural fiber, manufacture tests individual components of their blankets or TRMs. This is true for required NTPEP/ASSHTO tests and most other states. The natural components in a TRM are not going to impact the performance results. Please allow all TRMs to be tested as produced. Not allowing this will not add value to your approval process and it will cost all manufacturers a great deal of money to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9850000-722resp.pdf?sfvrsn=8d32bcfc_2