9274 search results for test
2880000SS
, 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_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_09210100.impl
(% Na2O plus 0.658% K2O), may be used with no further testing. High Alkali Cement containing a maximum, with the following. When high alkali cement is used in concrete, the test results shall verify improved, of concrete, as compared to AASHTO M85 low alkali cement. The strength and durability tests, be tested in accordance with ASTM C1702 and reported at three days. SUBARTICLE 921-5.1 is deleted, Office for plan approval. In addition to the QC Plan, the supplier must submit test reports from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/9210100.impl.pdf?sfvrsn=73f270d2_01250093SS
125 EXCAVATIONFORSTRUCTURESANDPIPE-ACCEPTANCE PROGRAM. (REV6-5-03)(FA8-6-03)(1-04) SUBARTICLE125-9.3(Page173)isdeletedandthefollowingsubstituted: 125-9.3AdditionalRequirements: 125-9.3.1Frequency:ConductQCmaximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Maximum Density One per soil type One per soil type Density One per LOT One per four
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/1250093ss.pdf?sfvrsn=a79b08fe_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 125-9.3.1 is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name QualityControl Verification Standard Proctor Maximum Density One per soil type Onepersoiltype Density OneperLOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1250903sl.pdf?sfvrsn=c0304a19_29290000.impl
tests and a copy of their certified test reports shall be sent to the State Materials Office when, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, tests and a copy of their certified test reports shall be sent to the State Materials Office when, test reports from an approved independent laboratory acceptable to the State Materials Office, to be individually tested prior to incorporation into Department work. QC Plans may be suspended when
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, or less, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine aggregate indicate, tested in accordance with ASTM C-186. For Type II (MH) used in mass concrete, the cement heat of hydration shall be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE, is stored. The mill test report must identify that there is limestone in the cement, if limestone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9210100-impl.pdf?sfvrsn=a17003d2_43300904.impl
, areas not suitable for testing with the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where the width is constant and document all deficiencies, , and in areas noted in 330-9.4.6.2 as not suitable for testing with the Laser Profiler, straightedge, of the location and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing by observing the QC straightedging operations. Address all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3300904.impl.pdf?sfvrsn=da57c0ba_0Section92-042915
)(a), and 334.048 Florida Statutes American Society for Testing and Materials (ASTM) Standard Test, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over, performing such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section92-042915.pdf?sfvrsn=ac8df677_13460200.origind
strength test results into the Department’s sample tracking database within 24 hours, the QC testing, and provide the Verification testing laboratory the compressive strength test results. Ensure, compressive strength tests. Core strength test results obtained from the structure will be accepted, testing as necessary to determine structural adequacy of the concrete. If core strength test results, is deleted and the following substituted: 346-9.1 G e neral: Perform plastic properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3460200.origind.pdf?sfvrsn=105eae11_0SP1050813DB-723FHWA
load testing of instrumented piles and test piles in the field. The SP1050813DB Use when, and Analysis Proficiency Test. 105-8.13.4 Dynamic Testing Operator: Provide a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles in the field, for the project. Provide qualified and trained personnel to perform foundation testing, inspection, for the geotechnical, dynamic testing, load testing and non-destructive testing personnel to be used on the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp1050813db-723fhwa.pdf?sfvrsn=bb34e6ff_11250816.impl
with a successful test section that density can be achieved. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified by the Department. Identify the test section with the compaction effort and soil, a new test section. When a QC test fails the requirements of 125-9.2 or when the QC tests cannot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1250816.impl.pdf?sfvrsn=41a598d2_04551604-723FHWA
a drilled shaft is unacceptable based on the TITDS tests and other testing, or observes problems, tube pair tested with any defect zones identified on the logs and discussed in the test 4551604D01, shaft is unacceptable based on the CSL test and other testing, core the shaft to allow further, : If the Engineer determines a drilled shaft is unacceptable based on the TITDS tests and other testing, : If the Engineer determines a drilled shaft is unacceptable based on the CSL test and other testing, core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4551604-723fhwa.pdf?sfvrsn=64c281fb_19160302.origind
sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractors, % 9160302 All Jobs Test Conditions Asphalt Emulsion Grade AE-200 Minimum/Maximum Tests, be 170ºF. EMULSIFIED ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion, ) Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF 20/150seconds, EMULSION GRADE RS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol
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Testing: Manufacturers seeking evaluation of Durable Tubular Markers must include test reports from, test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, . The base may be black in color. 991-1.3.1 White: The yellowness index shall not exceed 12, tested, be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2.pdf?sfvrsn=15bb80e0_29910000-722impl2
Testing: Manufacturers seeking evaluation of Durable Tubular Markers must include test reports from, test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, . The base may be black in color. 991-1.3.1 White: The yellowness index shall not exceed 12, tested, be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2e400744f0f394065bc02733b16635b14.pdf?sfvrsn=9839343e_2SectionMM92V2
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm92v2.pdf?sfvrsn=1905e3_2