9185 search results for test
1250009SS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/9160000ss.pdf?sfvrsn=65dfe4b3_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/programmanagement/implemented/workbooks/julworkbook2004/files/9160000ssef553003a5284f13a3a048dee9bdeb72.pdf?sfvrsn=458d17c1_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/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_01200800.comm
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.comm.pdf?sfvrsn=e67dc243_04550201ind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3460302.origind.pdf?sfvrsn=201da851_09160000.origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3340302-724fhwa.pdf?sfvrsn=517cf784_1SP1050813DB
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4550201fhwa.pdf?sfvrsn=1088a38c_11201002.FHWA
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_05230000.FHWA
tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, . 5230000.D01 All Jobs The test installation shall will be tested by the manufacturer in accordance with FM, and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester, pavement at the crosswalk location. The test installation shall be tested by the manufacturer, submittal and testing requirements and documentation necessary for evaluation for inclusion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5230000.fhwa.pdf?sfvrsn=4317314_02000702.FHWA
Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D, for testing. Verification Test results will be used for material acceptance purposes for the LOTs in question, Control test, the Engineer will collect the remaining Verification split sample for testing, sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/2000702.fhwa.pdf?sfvrsn=6811216_02000702.FHWA-REVISED2
Quality Control test, the Engineer will collect the remaining Verification split sample for testing, , the Engineer will collect the remaining Verification split sample for testing. Verification Test results, Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below, Systems Test Name Quality Control Verification Modified Proctor Maximum Density One per eight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/2000702.fhwa-revised2.pdf?sfvrsn=ad63a99c_03340101.FHWA
to testing volumetric samples, condition the test-sized sample for one hour plus or minus± five minutes, independent verification tests to determine the acceptability of the material. Density testing, . 334-5.1.4.4 Individual Test Tolerances for Quality Control Testing: Terminate the LOT if any, in the Acceptance decision, the Engineer will run verification tests. 334-5.1.5.1 Plant Testing, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3340101.fhwa.pdf?sfvrsn=731799e1_0