9037 search results for test
BED65 Summary
connections in skewed steel I-girder b r i d g e s . The specific goals included developing a testing program, AASHTO LRFD fatigue categories based on test results; and developing a corrosion study to understand, bridges for parametric studies. T h e team developed a detailed fatigue testing plan, focusing, , and corrosion prevention methods. The test plan for fatigue i nvolved different specimen configurations, to unwelded conditions. Fatigue testing highlighted that welded stiffeners i m p rove the long-term
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all tests. 682-1.4.2 Field Test Requirements: Perform local field operational tests at each local, in the video display system test the testing of each color video monitor type, each secondary display, being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, lower half with a clear, rain repellant product prior to final acceptance. 682-1.4 Testing, test (FAT) on equipment covered in this Section. Develop and submit a test plan to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6820000.comm2.pdf?sfvrsn=ca1c1df_0DEV712-971IMP (12-17-20)
. Conduct field tests in accordance with FM 5-541. Take test readings representative of the marking, be tested in accordance with ASTM D7307 and ASTM D7308 and meet the following criteria: Property Test, with ASTM D1214 and the Department’s Sampling, Testing, and Reporting Guide Schedule. 712-3, approximately 50 pounds. 971-11.3 Composition: Component Test Method White Yellow Black Glass, CS 17 wheels with a 1,000-gram load. Test specimens shall be conditioned at room temperature for 72
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producers to implement new laboratory tests to guarantee the non-segregation of fresh SCC. Chapter, and the knowledgeable technicians to perform the new tests; to implement this change. This memorandum does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce10-17.pdf?sfvrsn=cbec190f_0001-556-722origind
by the Contractor. Laboratory. The official testing laboratory used by the Department. Major Item of Work, courses, allow the Engineer to make density tests for the lower courses to determine that the required, boring or non-destructive testing. The Engineer will select the locations for testing and make, -sectionoffsets from the centerline such so that each test represents an area not exceeding 2,500 square yards, in successive positions parallel to the road centerline, in contact with the surface, testing until
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/001-556-722origind.pdf?sfvrsn=5e4cb7cf_29650000-722origind
by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, for Aluminum Components Product Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221, Documentation Requirements Certified Test Report Shows that product meets Moment Capacity, in any manner. Certified Test Report Breakaway Meets the requirements in the AASHTO LRFD, shall identify the reportable properties of Table 965-1that the material has been sampled and tested
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. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available, to be fertilized in square feet. Select fertilizer(s) to be used based on the soil testing laboratory, ) to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients
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: Theproposedchangeswilldelete the use of the word “LOT” in association with the sampling and testing. Recommended Usage, to delete the use of the word “LOT” in association with the sampling and testing, of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4000705.origind.pdf?sfvrsn=639bfde7_0SS9250000
conform to requirements of ASTM C309 and the following requirements: Requirement Test Method Test, sheets (MSDS) and certified test reports from an independent laboratory showing the product meets the requirements of this Section. Testing in accordance with the National Transportation Product Evaluation Program (NTPEP) Project Work Plan for the Laboratory Testing of Liquid Membrane-Forming
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acceptance; therefore, assume responsibility for performance of all quality control testing, Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete, . L.Providetheconcretewallwithauniform color, pattern, and texture as shown in the Plans. 534-6 Test Wall. Erectatest wall, site. The Engineer will use the erection of the test wall to determine if the Contractor’s methods
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of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed by a certified, ) in lieu of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall
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limits defined by EPA, qualifying tests shall be performed. Test methods for these substances, . The maximum allowable test result is 4.7%. Materialsthatcontainhazardoussubstancesorcontaminates shall, ) in lieuplace of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed
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of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed by a certified, ) in lieu of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall
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will cast a minimum of SIX extra 4x8 cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2018/dce10-18.pdf?sfvrsn=9c8f93e5_2DCE12-18 REVISED
NO. 12-18 Page 2 minimum of SIX extra 4x8 cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2018/dce12-18-revised.pdf?sfvrsn=f1c6d397_2DCE05-18 REVISED
inspector will cast a minimum of SIX extra 4x8 cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2018/dce05-18-revised.pdf?sfvrsn=2e21b55b_0DCE19-17
MEMORANDUM NO. 19-17 Page 2 minimum of six extra 4x8 cylinders to be tested by the Concrete Producer or the Contractor's qualified laboratory. Three cylinders will be tested for 7-day results, and three cylinders will be tested for 28-day results. If the producer wants earlier than 28-day design mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce19-17.pdf?sfvrsn=7d0452a4_0DCE04-18
will cast a minimum of SIX extra 4x8 cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will be tested for 28-day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2018/dce04-18.pdf?sfvrsn=c9d2f7ee_07840000.FHWA
. 1 G e n e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test, to witness all FATs. Complete the tests within five calendar days. 784-1.4.2 Field Testing: Once the MFES, e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test plan, FATs. Complete the tests within five calendar days. 784-1.4.2 Field Testing: Once the MFES has, operates properly during and after being subjected to the environmental testing procedures described
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Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, washers as follows: 1. For connections (and all associated testing) using ASTMGrade A490 bolts, Capacity tests. 4. Where the outer face of the bolted parts has a slope of greater than 20:1, (RC) testing and installation. Assemblies that exhibit a loss of lubrication, as determined
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