9185 search results for test
9210100.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
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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
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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
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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_4Section92-042915
)(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
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, 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
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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
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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
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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
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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_0SectionMM92V2
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
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the test using the Gardner Mandrel Impact Tester and its method, applying an impact load of 24 inch, the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:SubjecttheappliedfinishcoatingtoFreeze-ThawCycle Tests as follows: (1)Castandcurethreeconcretespecimens, )RepeatStepsthreeandfourforatotalof50cycles. At the end of 50 cycles Freeze-Thaw Test, verify
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the test using the Gardner Mandrel Impact Tester and its method, applying an impact load of 24 inch, the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:SubjecttheappliedfinishcoatingtoFreeze-ThawCycle Tests as follows: (1)Castandcurethreeconcretespecimens, )RepeatStepsthreeandfourforatotalof50cycles. At the end of 50 cycles Freeze-Thaw Test, verify
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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
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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
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to testing. For slow-set epoxy, an prepare an additional test specimen shall be made and tested it, at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time, at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must be in accordance, conducting these tests. Proposed solution: Based on input from industry, the minimum Compressive, for slow set epoxies with the cure times required before conducting these tests because ASTM C881
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will be selected by the Engineer, one for testing and one for confirmation in the event of a failing test, certified test results from the independent laboratory for all tests specified, properly identified, quality control tests on each LOT of sealant primer material furnished to each project and submit, a certified test report for each lot of material furnished to each project along with a statement, additional complete bridge bearing pads to replace those selected for testing. Bridge bearing pads
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and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value Superpave PG, ) (d) Maximum 75 degrees Separation Test, ASTM D7173-14 and Softening Point, AASHTO T53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue
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