9191 search results for test
0060103.FHWA
required test reports must be conducted by an independent laboratory or other independent testing, . All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must be signed and sealed by a Professional, original test values for a product, failure to notify the Department of any modifications, and approval by the Department. The Department will consider any marked variations from original test values
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. The results of all testing listed under Test Methods section of ASTM C989. 4. Indicate the amount, substituted: 929-4.2 Acceptance Testing of Slag Cement: Acceptance of slag cement from sources operating under an accepted QC Plan shall be based on the monthly test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test report shall include: 1, a retest of ASTM C1012 if the monthly test report indicates that any of the following conditions have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9290402-723origind.pdf?sfvrsn=d779eebc_10010200FHWA
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials, of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other, of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, , designates a specification, test method, or other code or recommendation of the particular authority
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/0010200fhwa.pdf?sfvrsn=6986e905_16110202.origind
, the direct reference to 611-4 with respect to field tests is too restrictive. For instance, field test requirements are defined for other traffic control devices (such as those used in Intelligent, under the Contract in accordance with 5-11, only after satisfactory completion of all field tests, Requirements: After satisfactory completion of all field tests in accordance with 611-4, rRepair
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of the existing line is visible. Conduct field tests in accordance with FM 5-541, Part A. Take test, of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. ARTICLE
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Materials Testing Frequencies Do not agree with new frequencies for the properties of • Asphalt, , resulting in a cumulative quantity of greater than 100 tons, then perform the indicated test.‖ The wording was added as a footnote and is referenced in the table for each applicable test. It is believed that this addition will relieve Mr. Moseley’s concerns. IV testing is also another option to assess
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3200000.resp.pdf?sfvrsn=cafb3311_04100200.resp
applies to an in-plant test rather than a field test. For example, “Provide water-tight joints, as determined through in-plant testing, when shown in the contract documents.” Response: After, since the intent of ASTM C1677 is to provide a “leak resistant” joint through in-plant testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4100200.resp.pdf?sfvrsn=96f33b52_03460902.FHWA
and the following substituted: 346-9.2 Sampling Frequency: As a minimum, sample and test concrete, perform Independent Verification testing to verify compliance with specification requirements. All QC, : 346-9.2 Sampling Frequency: As a minimum, sample and test concrete of each design mix for water, testing to verify compliance with specification requirements. All QC activities, calculations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/3460902.fhwa.pdf?sfvrsn=e1660881_29710104.FHWA
of the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test all, and the thickness of each coat at which the product passes testing may be placed on the APL. When, identification curve (2.5 to 15 µm) for the vehicle component. The Department will test all, and the thickness of each coat at which the product passes testing may be placed on the APL. When listed
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approval process. Required test reports must be conducted by an independent laboratory or other independent testing facility and required drawings and calculations must be signed and sealed, Standards requirements. A product sample and additional product testing may be required for the modification evaluation. Any marked variations from original test values, failure to notify the Department
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mating surfaces. Testing must be performed by an independent testing laboratory according, as those used in the prequalification test. SUBARTICLE 458-4.5.2.1 is deleted and the following, test reports to the Engineer for all steel used to fabricate the joint system
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equally qualified entity). There are multiple nationally recognized test labs (NRTLs) that test, criteria. Change made 4. 700-4.22 Acceptance Testing: Line 2 may be modified as “If the equipment fails to operate for a total of six or more calendar days, testing will be restarted.” (Kandarappallil
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, soil resistance, and current flow. Conduct the test by using the Fall-of-Potential method. Provide the Engineer with written test results for each testing location. Include in the test results, environmental conditions at the time of testing, and a full Fall-of-Potential graph. Certify and sign the test, for inspection, testing, and maintenance. Place the main ground rod in the electrical pullbox, of influence radius is maintained. 785-2.3.3 Ground Resistance Testing and Certification: Measure the ground
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, soil resistance, and current flow. Conduct the test by using the Fall-of-Potential method. Provide the Engineer with written test results for each testing location. Include in the test results, environmental conditions at the time of testing, and a full Fall-of-Potential graph. Certify and sign the test, for inspection, testing, and maintenance. Place the main ground rod in the electrical pullbox, radius is maintained. 785-2.3.3 Ground Resistance Testing and Certification: Measure the ground
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of the stabilizing additives, no further testing is required unless directed by the Engineer, Sampling and Testing of Local Materials: Require a resolution sample be picked up at the same time, in the paragraph listed below. 160-745.3.1.1 Bearing Values: Test the Stabilized Subgrade sample, 160-3.2.1, the first sentence states “before mixing.” Does this mean to test only the stabilizing, LBR). This is an inexpensive test and valuable information can be gained. For Verification
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resistance, soil resistance, and current flow. Conduct the test by using the Fall-of-Potential method. Provide the Engineer with written test results for each testing location. Include in the test results the instrument model and date of calibration for the device used in the testing, the local, accessible for inspection, testing, and maintenance. Place the main ground rod in the electrical pullbox, of influence radius is maintained. 785-2.3.3 Ground Resistance Testing and Certification: Measure the ground
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7850000.pdf?sfvrsn=8e2157ce_03300231fhwa
for the Department, and perform all asphalt plant related testing with a CTQP Asphalt Plant Level I technician, times when placing asphalt mix for the Department, and perfor m all testing with a CTQP Asphalt, . Document all quality control procedures, inspection, and all test results and make them available
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for the Department, and perform all asphalt plant related testing with a CTQP Asphalt Plant Level I technician, at all times when placing asphalt mix for the Department, and perform all testing with a CTQP Asphalt, Designer. Document all quality control procedures, inspection, and all test results and make them
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railing and sidewalk cover plates in accordance with Section 962. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according to the manufacturer’s stated precompression, , manufacturer, fabrication procedure and configuration as those used in the prequalification test. Components, to full life- cycle fatigue testing. Obtain all joint system components from the same manufacturer
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, the Florida Test Method 5-578 or FM 5-578, is being replaced by AASHTO T 358. Should the reference to FM, , if the AASHTO method for testing concrete resistivity is preferred over the Florida Method, should, to understand why there would be proposed requirements for surface resistivity testing of ternary
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