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SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, five consecutive strength test results from the same mix design for a Class III or lower class
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_0SP3460902SL
Frequency for Quality Control Tests: As a minimum, sample and test concrete of each design mix for water, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator, and may perform additional Independent Verification tests. All QC activities, , whichever is less Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher class of concrete
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, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid, testing. The Department may also perform comparison tests. Provide equipment for such comparison tests when requested by the Engineer., tests for pH, viscosity or minimum density when slurry has not been introduced into the shaft
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structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, will not require tests for pH or viscosity, nor require the fluid to meet the minimum density specified, in 455-15.8.2. ProvideaCTQP qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide equipment for such comparison tests when requested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4551508.impl.pdf?sfvrsn=2a60b43e_0Chapter11s7
of Resolution Testing in PrC Note the purpose of the test and the associated LOT number in the Comments, 11.7.5 Resolution Reports for AC Content, Gradation, and Density Cores When the QC Technician’s test results and the Department’s VT’s test results do not compare for a specified test, the QC test results are not verified. Therefore, Resolution Tests (RT) for all sublots in the LOT must be run for each property that does not compare. These RT results are then compared to the QC test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s7.pdf?sfvrsn=a9fc515c_6Section 6.1 VII-122
for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association, & Installation Guide .” 6.1.11.2 QC Testing and Inspection The QC Plan must include the QC test, of the Production Facility. Index tests derived from existing test methods may be developed, of 10 working days prior to the scheduled test. Testing may be performed off-site, provided, . Include all successful test reports in the QC Plan. Hydrostatic testing for each Range
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specimens at least seven calendar days prior to the scheduled 28 day test to the Engineer for testing, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, factor determined by the concrete producer for each mix design to be tested. Record and certify test, are tested within seven14 calendar days of the acceptance strength tests. The resolution, to the scheduled 28 day test to the Engineer for testing by the State Materials Office. TABLE 1
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prior to the scheduled 28 day test to the Engineer for testing by the State Materials Office. TABLE 1, day test to the Engineer Laboratory Manager-Corrosion,for testing by the State Materials Office, for resistivity testing before mix design approval. Take the resistivity test specimens from, for each mix design to be tested. Record and certify test results for correction factors for each type, of the acceptance strength tests. The resolution investigation will determine the strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa.pdf?sfvrsn=1b1ec47e_09290200.origind
concrete. The tests shall be performed as specified in 929-2.2 .1 . Sampling and testing of fly ash, Subject: Basis for Source Approval, Fly Ash, Acceptance Testing of Fly Ash, Acceptance Testing of Silica Fume, Acceptance Testing of Metakaolin, Acceptance Testing of Ultra Fine Fly Ash, . This revision includes a proposed maximum amount as well as a test method for determining the amount, the testing required in the revision so they will not have additional requirements to meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.origind.pdf?sfvrsn=3cfa2725_00060000.FHWA
test results to the Engineer for qualification and use on Department projects. Testing, been tested and accepted at the source of supply, or may require the testing of materials, in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials
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test results to the Engineer for qualification and use on Department projects. Testing, been tested and accepted at the source of supply, or may require the testing of materials, in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/0060000.fhwa6486f6a54c3d45af9a95828d0e7b7e18.pdf?sfvrsn=dab357b6_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 346-9.2 (Pages 334 - 335) is deleted and the following substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each design mix for water to cementitious materials ratio, air content, temperature, slump and compressive strength once per, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp3460902sl.pdf?sfvrsn=3e6d78b3_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss2000000.pdf?sfvrsn=40a98270_02000000.impl
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.impl.pdf?sfvrsn=45d9c041_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss2000000c508df4bc5634781a9abd88cbc85223a.pdf?sfvrsn=85e5bad5_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test data, the substantiating tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss2000000.pdf?sfvrsn=ff82e7bb_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must, and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control, will collect the remaining Verification split sample for testing. Verification Test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2000000.pdf?sfvrsn=a26780e2_09910000-722FHWA
and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, for the category of High Speed.. Applications and for hot weather test temperature only. Impact tests shall, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, testing and clarify the table for submittal requirements. Please review and transmit your comments
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in which their Engineer researched the ASTM Standard tests to determine the appropriate test, accurate and current representative ASTM testing methods and test results. Implementation, with relevant test results that reflect actual plastic product testing, : Thepreviousspecificationwasderivedfrom a developmental specification that referenced some ASTM testing that was for wood products. Since that time ASTM has included tests that are for plastic products. Due to the different tests
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, the Engineer will verify the QC tests results if the verification test results for pH tested in accordance, laboratory designated by the SMO will perform resolution testing. If the resolution test result, with Section 120. In addition, the Engineer will verify the QC tests results if the verification test, , as determined by FM 1-T 267 and by averaging the test results for three randomly selected, representative, unsuitable for construction of the reinforced fill volume if an individual test value exceeds 3.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/1450300int.pdf?sfvrsn=5b61dc33_1