8976 search results for test
Section35-051815 1-16
testing at least once a month so as to not exceed 35 calendar days between any two SC tests, Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt binder, and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American, Tests, Washington, D.C Approved Products List (APL), Florida Department of Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section35-051815-1-16.docx?sfvrsn=22c51609_1Section11V2-726redln
. Table 1. Required Tests for Coarse Aggregate Approval Test Type No. of Tests For: Test Method, Aggregate Approval – Silica Sand Test Type No. of Tests For Test Method Initial Source Approval, . Required Tests for Fine Aggregate Approval – Screenings Test Type No. of Tests For Test Method Initial, Tests for Base Aggregate Approval No. of Tests for Material Category Test Type Limerock, Bank Run, Required By Applicable Project Specifications No. of Tests for Stockpile Maximum Size Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section11v2-726redln.pdf?sfvrsn=a7e874f9_1SS3370000
Providecertifiedtestresultsforeachbatchoffibermate omplicewi thea canthbove tests. 337-2.6.2 Cellulose Fibers: U rem 1.Fiberlength, compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, the spread rate into the acceptable range. 337-6 Accep cep e requirements d . Testigin ac ed ccepted, T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, Individual Test Tolerances for FC-5 Production: Terminat the LOT if any of the following Quality
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the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory, testing cylinders and recording concrete strength for material acceptance are qualified CTQP Concrete Laboratory Technicians Level I. Duties include final curing, compressive strength testing, and the recording/reporting of all test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050500-impl.pdf?sfvrsn=c9a9ee92_45480000.resp
to be modified to match the current definition of LOTS in 548. Test Name Quality Control (QC) Verification Maximum Density One per soil type One per soil type Density One set of tests per LOT One set of tests per four LOTs for each type of QC test. Gradation One per Maximum Density One per Maximum, kevinp@dabcon.com Comment: (6-20-13) 548-2.6.2 requires backfill material be tested for Resistivity, the testing and acceptability ranges? The PH range has been reduced. In previous versions
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Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure testing will be performed by the Department. Submit four 4 inch by 8 inch fiber, 7. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather, loss. Laboratory Testing- Sacrificial Property Test M e t h o d Requirement Cyclic Weather, 100 hours No melting or disbondment Outside Testing- Sacrificial Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9750702.impl.pdf?sfvrsn=d2da3938_01050813DB.FHWA
load testing of instrumented piles and test piles in the field. The DTO must have a rank, load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles, by Juan Castellanos to update the requirements for the Dynamic Testing Engineer (DTE) and the Dynamic Testing Operator (DTO) in a Design Build project. Please review and transmit your comments, if any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1050813db.fhwa.pdf?sfvrsn=55d08e16_02000000fhwa
tests at D2000000.D02 285-7xx, 2285- 7xx random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. must be tested and pass, and be verif ied. All QC tests and a Department Verification test must meet the density, reduced frequency of testing. If the Verification test fails, and Quality Control test data, of the Quality Control testing. 200-7.3.2 Department Verification Tests: 200-7.3.2.1 Maximum Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/2000000fhwa.pdf?sfvrsn=b64a3912_04510200.origind
Soil Anchor Load Test Acceptance Criteria: The Engineer will accept a performance or proof-tested, . For performance tests, totalnet movement at the maximum test load cycle (movement between alignment, elongation of the unbondedtest stressing length. For proof tests, net movement at the maximum test, length. For proof tests, net movement at the maximum test load (movement between alignment load, of the test stressing length. TheEngineer will accept a creep tested prestressed soil anchor if the: 1. p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4510200.origind.pdf?sfvrsn=918ec69d_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm92v2.pdf?sfvrsn=1905e3_29160000Orig
specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, . Acceptable performance in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test, within five hours of sampling. The Quality Control testing and location where the test, by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart, : Thesechangesareneededforclarification,aswellastosimplify test specification criteria and test equipment. 1. Reword the 2nd last
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, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department work, of quality control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements, , Class C or Class F Fly ash. Sampling and testing of fly ash shall follow the requirements of ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d92900002ddf08324106456bb777f4f808311707.pdf?sfvrsn=2a722dda_0D9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department work, of quality control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements, , Class C or Class F Fly ash. Sampling and testing of fly ash shall follow the requirements of ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9290000.pdf?sfvrsn=50dd2bf9_0D9290000.do
, certified test reports from an approved independent laboratory acceptable to the State Materials, . Uponreviewofthequality control plan and satisfactory verification of the test results, the plant, material shipments to be individually tested prior to incorporation into Department work. Quality control, control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements as described
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that the Contractor pay for Resolution tests that do not uphold QC test results, ) is expanded by the following: 120-10.1.7 Deduction for Resolution Tests: If the Resolution testing, consistent with concrete & asphalt with respect to charging back costs for Resolution Tests that do, Contractor to pay for Resolution tests that do not uphold QC results. This Section is referenced, , if implemented: Approximately $20,000 in savings annually for charging back Resolution tests that do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.origind.pdf?sfvrsn=fe7e4bd_02000000
five QC density tests at random locations within the test section. At each test site, test, , and be verified. All QC tests and a Department Verification test must meet the density required by 200-7.2.1, sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control, 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
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paul.gentry@dot.state.fl.us Comments: The test method ASTM D522, refereed to in 971-3.3 and 971-4.3 shows up on the SMO, paul.gentry@dot.state.fl.us Comments: 971-8.3 Flexability Flexability test "Fed-Spec TT-P-115D" is being, )414-4118 paul.gentry@dot.state.fl.us Comments: The new test method for Bleed Ratio in 971-3.3, rendering the traffic marking less effective as a lane or directional indicator. This test method, less effective as a lane or directional indicator. This test method in conjunction with the method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9710000.comm.pdf?sfvrsn=2f097da1_0SP1050813DB-723
of the dynamic load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test, testing of instrumented piles and test piles in the field. The DTO must have a rank of Intermediate, for the project. Provide qualified and trained personnel to perform foundation testing, inspection, , dynamic testing, load testing and non-destructive testing personnel to be used on the project, of data from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp1050813db-723.pdf?sfvrsn=6590d6ee_2SP1050813DB-722
load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp1050813db-722.pdf?sfvrsn=7aae06e0_2SP1050813DB 1-22
load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp1050813db-1-22.pdf?sfvrsn=a3793e7_2