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5270000.impl
the following minimum material property requirements when tested in accordance with the indicated Standard, testing acceptance, compare to Federal Color Standard No. 595B, Table VIII, Shade No. 36622, of the Design Standards. Submit Applications that include certified test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/5270000.impl.pdf?sfvrsn=3a4fc2fe_09650000-122impl2
by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, upon, sampled and tested in accordance with the applicable ASTM and shall include the reportable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9650000-122impl2.pdf?sfvrsn=68fc376e_29650000-122impl
by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, and tested in accordance with the applicable ASTM and shall include the reportable properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9650000-122impl.pdf?sfvrsn=4c9620fe_29710000SS
strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss.pdf?sfvrsn=372070c8_09710000SS
strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss417312f3c76e41e7b042e9ce33967fa3.pdf?sfvrsn=8d6bd458_09710000IMP
of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, ”. Traffic stripe materials shall contain no more than 3.0 ppm lead by weight in a cured state when tested, of materials are not required to be coated. Thefollowingphysicalrequirements apply: Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9710000imp.pdf?sfvrsn=20fb4574_07000000-723 FHWA
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 C31 and ASTM C39 and verifying test results have been submitted, in the sign can be automatically tested once a day. Ensure that the pixel status test determines, in sections that fit into available galvanizing vats. Provide magnetic particle testing on 100% of upright, operates properly during and after being subjected to the environmental testing procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/7000000-723-fhwa.pdf?sfvrsn=8b62410d_1Section111-010120.cln
Components requiring such test are included in Table TBD. All Rotational Capacity testing shall, such test are included in Table TBD. All Rotational Capacity testing shall be made available, ........................................................................................ 12 11.1.18 Phased Array Ultrasonic Testing (PAUT, for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation of Certified Welding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section111-010120-cln.pdf?sfvrsn=81421500_4CompleteGL
that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify this? [Spec 120-10] 10. Have an appropriate process to ensure that the correct Proctor is used when density test results are evaluated for materials, Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 25. If Density tests fail, ] 11. Enforce the requirement that all required density test results are documented on current
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/completegl.pdf?sfvrsn=e2c4d4e7_0SS5550000
does not require pressure testing, the Engineer may require at least one test. (c) A water tight pipe, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5550000.pdf?sfvrsn=eb0609e9_0D5550000.do
not require pressure testing, the Engineer may require at least one test. (c, ASTMA139GradeB (1) AWWAC200 API2B (2) (1) Nohydrostatic test required (2) Dimensional, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours unless otherwise approved by the Engineer. Furnish a copy of test results to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d5550000.do.pdf?sfvrsn=c489770f_0SS5550000
pressure testing, the Engineer may require at least one test. (c) A water tight pipe and joint, C605 Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, at the job site and agrees that proper preparations have been made. 555-4.1.1 Product Testing: When, work, notify the Engineer and investigate the damage. The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5550000.pdf?sfvrsn=fb9f0999_0D5550000.do
does not require pressure testing, the Engineer may require at least one test. (c)Awatertightpipe, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional tolerances only, . 555-4.1.1 Product Testing: When there is any indication that the installed product has sustained damage, a pressure test and reserves the right to be present during the test. Perform pressure test within 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5550000.do28f6c81f181545f085364c227160ab2c.pdf?sfvrsn=eca5051d_0SS5550000
pressure testing, the Engineer may require at least one test. (c) A water tight pipe and joint, C605 Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, at the job site and agrees that proper preparations have been made. 555-4.1.1 Product Testing: When, work, notify the Engineer and investigate the damage. The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5550000.pdf?sfvrsn=7516fadc_09310101-2.comm2
a need for certified mill analysis and test bars? It seems in the process of making it simpler we, of (The test results meet) Response, reinforcement shall be based on the manufacturer’s certified mill analysis certifying that the test results meet the test results meet the specification limits of the ASTM designation for the particular, certified mill analysis for each heat and size per shipment. Delete duplicate texts : “the test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9310101-2.comm2.pdf?sfvrsn=5ae51886_0asphaltsamples
mm,dry method with a correction factor of -0.003. 4) Enter the test results in MAC. Follow the MAC data entry IA proficiency samples instructions below. The test report forms are available, Sample Schedule (The deadline date to enter your test results in MAC. It is under the “Test Reported, proficiency sample test results in MAC.)
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of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss3301102.pdf?sfvrsn=cb3cff93_0SS3301102
of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss330110260fc7996ce284b82b612e92aeeabfb2e.pdf?sfvrsn=e53ef7c_0SS3301102
of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3301102.pdf?sfvrsn=a601fd9c_01200602.FHWA
the borrow area. The Engineer will determine test locations, collect samples, and perform tests, will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before, in order for the Engineer to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1200602.fhwa.pdf?sfvrsn=4cae5ab8_0