8978 search results for test
1050000.origind
) for all technicians performing sampling, testing and inspection for both field and laboratory tests, final curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4, r f o rmance of required QC tests and statistical evaluation of QC test results. 105-85.8, Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing, Test Results: Provide certifications prior to placement of materials. Report test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.origind.pdf?sfvrsn=c0a0c740_0Section61V2-redln1-22
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American, that the QC testing equipment is maintained and calibrated in accordance with the applicable test methods, controlQC test methods, inspections, and minimum frequency of tests that are used as the basis, on the performance history of the Production Facility. Index tests derived from existing test methods, hydrostatic tests in accordance with the joint testing procedure specified in ASTM A760 ; deflect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section61v2-redln1-22.pdf?sfvrsn=d693f6ee_1DEV349-927UHPC (4-20-23)
Description Test Method Minimum Sampling and Testing Frequency Flow of UHPC ASTM C1437 (Using, Test Method Minimum Sampling and Testing Frequency Flow of UHPC ASTM C1437(Using Modifications, One test per bridge deck 349-8.2 UHPC Quality Control Compressive Strength Testing: For each LOT, . Ensure that the tests are performed by a testing laboratory meeting the lab qualifications of 105-7, to the Department qualified testing laboratory for testing. Cure the 28-day test cylinders and resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev349-927uhpc-(4-20-23).pdf?sfvrsn=72bbeff9_1SS1200000
of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, Control data when test results meet the following conditions: QualityControl tests must meet, by sampling and testing the material in accordance with the specified test method listed in 120-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss1200000.pdf?sfvrsn=4f2e5d0f_06870300.impl
on-site testing to select the clearest and most appropriate operating frequency for all HAR transmitters at the proposed locations. Submit the results of the frequency search, testing, 687-4.2 is deleted and the following substituted: 687-4.2 System Tests: Conduct approved HAR system tests on at least one HAR system, including the operations center, one sign and flashing beacon, place, then repeat the test. If a component has been modified as a result of a system test failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6870300.impl.pdf?sfvrsn=e7fbd7f2_04620402.impl
of 20 minutes and containing a non-yellowing light stabilizer. Perform tests on samples from, as follows: Conduct the lateral load resistance test (FIB 4.1.4), without the use of a duct stiffener plate, 3.35 inches in diameter; Bond length test (FIB 4.1.8) must achieve 40% GUTS in a maximum length, to the component testing stated herein, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct wear test as described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4620402.impl.pdf?sfvrsn=b57903b8_09380402int
in Table 938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID, : None Summary: Updated the unit of sulfate limitation and sampling time according to the test method. Justification: To align with the testing method, the unit of sulfate limitation and the sampling, substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9380402int.pdf?sfvrsn=c6f09173_19380402ind
in Table 938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID, : None Summary: Updated the unit of sulfate limitation and sampling time according to the test method. Justification: To align with the testing method, the unit of sulfate limitation and the sampling, substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9380402ind.pdf?sfvrsn=cee2f64a_1Heavy Vehicle Simulator
Accelerated Pavement Testing and Research, ) to invest in Accelerated Pavement Testing (APT). The Department procured a piece of equipment, pavement test tracks at the State Materials Office to simulate one-half-axle truck loading. Pavement, Performance Journal (external link) 2022 Accelerated Pavement Testing Validation of a Pavement Response Model, of the Performance of Highly Modified Asphalt Binder Using Accelerated Pavement Testing Journal (external link
https://www.fdot.gov/materials/pavement/research/apt/index.shtmEstimatesBulletin15-06
with Internal Gauges, LF AA1 455-143-1xx Test Piling, Includes 100% Dynamic Testing with Internal, with External Gauges, LF AA2 455-143-2xx Test Piling, Includes 100% Dynamic Testing with External Gauges, LF, % dynamic testing, with or without test piles as follows: · Show Ø Compression = 0.75 · Revise, % dynamic testing and resistance factor = 0.65 Estimated pile and test pile quantities with 100, - 100% Dynamic Testing This bulletin is intended to address pay item changes related to 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/programmanagement/estimates/estimatesbulletins/files/estimatesbulletin15-06.pdf?sfvrsn=217dd6e7_0Estimates Bulletin 15-06
with Internal Gauges, LF AA1 455-143-1xx Test Piling, Includes 100% Dynamic Testing with Internal, with External Gauges, LF AA2 455-143-2xx Test Piling, Includes 100% Dynamic Testing with External Gauges, LF, % dynamic testing, with or without test piles as follows: · Show Ø Compression = 0.75 · Revise, % dynamic testing and resistance factor = 0.65 Estimated pile and test pile quantities with 100, - 100% Dynamic Testing This bulletin is intended to address pay item changes related to 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpc/2015/estimates-bulletin-15-06.pdf?sfvrsn=af388047_19320300.impl
to the average test result from all three lots minus three standard deviations. n – Tests shall be conducted, for the tensile testing of one of its straight portions, test specimens produced at the same time, : Producers shall submit to the State Materials Office (SMO), a test report of the physical, reinforcing produced. Qualification testing shall be conducted by an ISO 17025 accredited laboratory approved by the Department for performing the FRP test methods. Three production LOTS shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9320300.impl.pdf?sfvrsn=a2d6dc0_0SS6110000
, the Engineer will require the satisfactory completion of all f tests of completed installations, of all field tests of completed installations in accordance with the requirements of 611-4, develops, correct the 48 hour test period, the Contractor is fully responsible for the r trafcsign ot, Tests of Installations. Perform the following tests in the presence of the Engineer and, when, : Test each signal head circuit, pedestrian detector circuit, vehicle detector loop circuit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss6110000.pdf?sfvrsn=2cefa02d_06110000.impl
. Perform the 48 hour test only after achieving acceptable results from the other tests listed, Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, the Engineer, will require the satisfactory completion of all field tests of completed installations in accordance, field tests of completed installations in accordance with the requirements of 611-4 and on the basis, . 611-4 Field Tests of Installations. Perform the following tests in the presence of the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.impl.pdf?sfvrsn=37209241_03460203-723D01impl
mix design to be tested. Record and certify test results for correction factors for each type, of concrete, perform the following tests: 1. Except for SCC, perform a slump test to confirm, and the following substituted: 346-8 Plastic Concrete Sampling and Testing. QC tests include air content, of all trucks if the QC truck has failing test. Perform plastic properties tests of concrete on all, . Ensure the QC testing laboratory input the compressive strength test results into the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3460203-723d01impl.pdf?sfvrsn=74e90872_1SP3301206
completion of the testing, the Engineer will furnish a test report documenting the RN of each, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp3301206.pdf?sfvrsn=f05603f8_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3300126sp.pdf?sfvrsn=dbaf5c9f_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3300126sp.pdf?sfvrsn=4c80495_0D3300126.do
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3300126.do.pdf?sfvrsn=fa81a43b_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3300126sp.pdf?sfvrsn=8e46a9c7_0