9204 search results for test
ComprehensiveTemplateDesign
from the context menu. TIP: If the pointremains green, you deleted the wrong one. Testing Components You can test constraints in components by moving points to see results. Inserting Components, are attempted. The Component Properties dialog additional properties when editing .End Conditions. Testing End Conditions End conditions can be tested to see how they react to the surface or other features by clicking the Test button on the Create Template dialog. Creating Variable Templates A “Typical
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in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, been made, verified by passing test results, and the Engineer grants approval. The Engineer may
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in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3360000.pdf?sfvrsn=ea17388d_0SS3360000
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3360000.pdf?sfvrsn=c400d664_0SS3360000
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3360000.pdf?sfvrsn=b61b20c4_09650200-723ind
, the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing will not be accepted. Protect against damage and marring during transit and delivery. Provide, , or ER5556 in accordance Table 965-1 Material Requirements for Aluminum Components Product Test, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2 Lot Testing, Alloy, Temper 9650200 All jobs with AWS D1.2 Aluminum Structural welding Code. Heat
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compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting, tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture composed, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required, . No density testing will be required for these mixtures. 8. In 334-5.1.7.1, the No. 8 sieve does apply, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control
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compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting, tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture composed, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required, . No density testing will be required for these mixtures. 8. In 334-5.1.7.1, the No. 8 sieve does apply, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control
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b a t c h o f f i b e r material indicating compliance with the above tests. 337-2.6.2 Cellulose, r material indicating compliance with the above tests. 337-3 General Composition of Mixes, (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, in accordance with 334-5.1.8. No density testing will be required for these 3370000.D01 All Jobs mixtures. 8.In334-5.1.7.1, the No. 8 sieve test results shall not be excluded.does apply. Table 337-2
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verification and testing at no expense to the Department and to the satisfaction of the Engineer, an Oxidative Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting, absorption of less than 2.6% when tested according to ASTM C272. Provide a written certification from, days.After the deck concrete has been in place for a minimum period of two days, test for soundness
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the concrete strength in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erect the signs and sign structures, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size
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2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole
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from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erect the signs and sign, . For aluminum alternates the Engineer will allow a cast base, provided the Contractor submits test, it is to be used. Perform physical tests and submit certified reports for one base to be used
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strength in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns and sign structures, and Plates: For aluminum sheets and plates for sign panels, ntractor submits test with be used se, to be used for each pole size is as strong as the pole which it is to be used. Perform physical tests
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psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, the Contractor submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified
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strength in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns and sign structures, and Plates: For aluminum sheets and plates for sign panels, ntractor submits test with be used se, to be used for each pole size is as strong as the pole which it is to be used. Perform physical tests
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2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole
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on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign, on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign, alternate breakaway designs if satisfactorily tested in accordance with the current AASHTO, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy
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and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C 31 and ASTM C 39
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the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean
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