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1600200FHWA
Resolution testing. If the Resolution test results satisfy the required criteria, material from, in 160-4.74.1. Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained, Soil Classification and Organic Content Testing: Perform soil classification tests on the sample, (excluding gradation analysis). The following testing requirements must be met. Table 160-3 Test, by SMO will perform Resolution testing on the additional sample. The material will be sampled and tested
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will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p arallel 0.5 inch steel platesplatens of a compression testing machine. Place on top of the marker, adhesive Color: White Fade Resistance: Fourminimum,testedaccordingtoASTMG-23MethodHfor50hours
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concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, for such test. Testtheinstallationundernormal operating conditions during the seven day test period, on the ground with 1 inch [25 mm] projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely free of ground, all labor, materials, and apparatus necessary for making the required tests. Remove and replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7150000.do.pdf?sfvrsn=8aeb924b_01250009SS
Density Testing: When a Verification or Independent Verification density test fails the Acceptance, : 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, /m 3 ] of the Verification test result. Otherwise, the Engineer will take one additional sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1250009ss.pdf?sfvrsn=d1936ce5_01250009SS
Density Testing: When a Verification or Independent Verification density test fails the Acceptance, : 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, /m 3 ] of the Verification test result. Otherwise, the Engineer will take one additional sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1250009ss97db3c4338984f57b4fe91ce72f4a639.pdf?sfvrsn=51e03e06_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
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requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
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requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/9160000ss.pdf?sfvrsn=9e185157_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9160000ss.pdf?sfvrsn=148560f_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9160000ss.pdf?sfvrsn=d70e347c_06350202.FHWA
) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover, ) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover (instead, for environmental testing be obtained from full- size production samples. The industry standard governing
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Comment: Suggest you change the title of 120-10.1.7 from 'Deduction for Resolution Tests' to 'Resolution Tests'. It covers the handling or payment for favorable and unfavorable results, Chris.Papastratis@dot.state.fl.us Comment: Text: 120-10.1.7 Deduction for Resolution Tests: When FDOT pays for Resolutions Tests, how do we pay for them? When Contractor pays for Resolution Tests, a contigency pay item for Resolution Testing
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a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, testing delays. Load test piles/shafts in the order directed by the Engineer. Unless shown, test equipment supplied by the Department within 30 days after completing the load tests, conference, or no later than 30 days before beginning test pile installation, of the proposed testing, Engineer will provide the dynamic load test equipment and personnel for the Pile Verification Testing
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14 calendar days of the 28 day compressive strength tests. Core strength test results obtained from, :NotifytheEngineeratleast48hoursbeforeplacing drilledshaft concrete. Obtain slump loss tests results demonstrating, elapsed time before drilled shaft concrete operations begin. Obtainslump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts, in a laboratory. Obtain all other slump loss test results in the field. Technicians performing
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product requires testing by FM 1-T 283 and the test results indicate it is not required, that testing equipment goes out of service, the supplier may elect to test at a qualified lab, and tested for QC testing in accordance with 916-1.3.2. A single, 1-quart representative sample of each PG, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, for three months from the date of issue. The Department may sample and test pre-tested cut-back
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9160000.origind.pdf?sfvrsn=1ed3516_03340302-724FHWA
to allow the use of a passing Asphalt Pavement Analyzer (APA) rutting test in lieu of a failing Fine Aggregate Angularity (FAA) test. This will be the contractor's option, not a mandate. Please review, is deleted and the following substituted: 334-3.2.3.2 Fine Aggregate Angularity: When tested, angularity value less than 45.0 and greater than or equal to 42.0 is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests are performed
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Test. SUBARTICLE 105-8.13.4 is deleted and substituted as follows: 105-8.13.4 Dynamic Testing, Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, the establishment of the production pile lengths (when these are to be determined based on test pile information) and driving criteria. Production pile lengths and driving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/sp1050813db.pdf?sfvrsn=40730c_14550201FHWA
concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles, beginning test pile installation, of the proposed testing schedule so that items supplied, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, Monitoring of Dynamic Load Tests: A Dynamic Testing Technician (DTT), under the supervision of the DTO, load test equipment and personnel for the Pile Verification Testing. Provide the driving equipment
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by the SMO will perform Resolution testing. The material will be sampled and tested in accordance, within 4.5 lb/ft 3 of the Verification test result. Otherwise, the Engineer will take one additional, accredited laboratory designated by the SMO will perform Resolution testing. The material will be sampled and tested in accordance with AASHTOFM 1-T-099, Method C. The Engineer will compare the Resolution test results with the QC test results. If all Resolution test results are within 4.5 lb/ft 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/1201002.fhwa.pdf?sfvrsn=d66bebfd_09750702.impl
) SUBARTICLE975-7.2isdeletedandthefollowingsubstituted: 975-7.2PerformanceRequirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed by the Department. Submit four, 4 inch by 8 inch fiber cement test panels to the State Materials, - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R31: no salt, or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d Requirement Sacrificial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9750702.impl.pdf?sfvrsn=43bada4b_0