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SS3460000
. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, test specimens to the Engineer for resistivity testing before mix design approval. Take, determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification testing. When the Engineer’s verification test results do not compare with the QC plastic, and the QC testing is identified in the IA Checklist Criteria. When a test does not compare
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test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.impl.pdf?sfvrsn=449fef4a_0SS9160000
Control test result outside the specification limits will require immediate sampling and testing, shall be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport tank, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9160000.pdf?sfvrsn=3d81eac9_0SS9160000
Control Testing shall be available to the supplier within five hours of sampling. A Quality Control test, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, in Trichloroethylene minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9160000.pdf?sfvrsn=747acb2b_0SS9160000
Control test result outside the specification limits will require immediate sampling and testing, shall be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport tank, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9160000.pdf?sfvrsn=d7d3935b_0SS9160000
test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_05230200.FHWA
the requirements for the QPL test deck and to provide friction testing alternatives by adding the Dynamic Friction Tester (DFT). Please review and transmit your comments, if any, within two weeks, and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, location. The test installation will be tested in accordance with FM 5-592., in accordance with the manufacturer’s specifications and procedures has been tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5230200.fhwa.pdf?sfvrsn=8a74e229_0SS1250000
. The Verification test will be at a and testing at a minimum fr inimu mmofonetestpersoiltype: TestName Quality, testing. The material will be sampled and tested acco test iteria, retest the site within a 5 feet, of the length of one LOT. Perform five QC tests at random locations within the test section. All five, or when the QC tests cannot be verified, construct a new test section. The Contractor may elect, , or if required, the Quality Control test data was upheld, reduce t Quality Control density testing to one
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and shoulder pavement at the crosswalk location. The test installation will be tested in accordance with FM, in accordance with the manufacturer’s specifications and procedures has been tested in accordance, Surface Frictional Properties Using the Dynamic Friction Tester, at a speed of 40 mph (DFT40, will be contingent on a field service test demonstrating that the imprinted texture and coating materials meet, of patterned/textured pavement materials must meet or exceed one of the following test method values
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5230200.impl.pdf?sfvrsn=12139647_06200401.origind
(IEEE) Standard 81.If fall-of-potential tests cannot be performed, it is acceptable to measure resistance at each accessible ground rod using a clamp-on ground resistance tester. Submit toProvide the Engineer with written, certified test results for each testing location. Illegible hand-written results are not acceptable. SubmitProvide the following information on the test results: 1.Theformal, and document earth/ground resistance, soil resistivity, and current flow. Conduct the test by using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6200401.origind.pdf?sfvrsn=28ed7887_0D6490000
surfaces to be painted in accordance with ASTM D 6386. Testgalvanizingthicknessaftercompletion, . Therefore, determine the required rotation by actual tests in a suitable tension device simulating, a commercial mixing paddle. Mix the grout in accordance with the manufacturer’s instructions. Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d6490000.pdf?sfvrsn=424adf83_0D6490000
surfaces to be painted in accordance with ASTM D 6386. Testgalvanizingthicknessaftercompletion, . Therefore, determine the required rotation by actual tests in a suitable tension device simulating, a commercial mixing paddle. Mix the grout in accordance with the manufacturer’s instructions. Test
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. Testgalvanizingthicknessaftercompletion of painting preparation obtaining a brush-off blast condition to ensure sufficient, lengths exceed 12 diameters. Therefore, determine the required rotation by actual tests, . Test the fluidity of the grout using the ASTM C 939 Flow Cone Method. Use grouts that meet
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accompany all products submitted for testing. 971-8.4 Samples and Certification of Tests: Paint samples, Tests: Test panels for the test described below shall be prepared by applying the inorganic zinc, gal [20 L] of solution shall be used in performing this test. 971-16.2.3.2 Adhesion Tests: Test, the number of coats and the thickness of each coat at which the product passes testing may be placed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing
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psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- and verifying test results, strength from tests on a minimum of two test cylinders, tested [ add **per time**] in accordance, tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C, of waiting (say 14 days) or hiring a test lab to make and break compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7000800.resp.pdf?sfvrsn=4852cbbe_0SS1600302
are required, spread the material uniformly over the area to be stabilized. 160-3.2.1 Sampling and Testing, by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1600302.pdf?sfvrsn=13873074_0SS1600302
are required, spread the material uniformly over the area to be stabilized. 160-3.2.1 Sampling and Testing, by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1600302.pdf?sfvrsn=5cc48660_09160000.impl
asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, for specification compliance and appropriate action taken. The QC testing and location where the test will be done, to Department projects, samples shall be obtained by the supplier and tested for QC testing in accordance, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, . TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s storage tank
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. EMULSION PRIME (RS TYPE) Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol, (a) Conditions Minimum/Maximum Tests on Emulsion: Sieve Test (b) maximum 0.1% Residue, . maximum 3% by volume (b) Particle charge positive Tests on Residue From Distillation Test, Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77°F 20 – 500 seconds, 0.30% Tests on Residue From Distillation Test: (a) Penetration (0.1 mm) 77°F, 100 g, 5 seconds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9160000.origind.pdf?sfvrsn=64682d24_0Best-Practices-Working-Group-Meeting-AgendaJune2017
. Adjournment First GoToMeeting? Try a test session: http://help.citrix.com/getready Any person, to ensure that a verbatim record of the proceedings is made which record includes testimony
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