9274 search results for test
FWST D1.1 for Pipe 675-070-15 Digital Form
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FILLET WELD SOUNDNESS TEST (FWST) for Pipe AWS, Facility Name: Facility Location: FWST No: Date Tested: List Code Year: Welding Process(es, and electrode extension TEST RESULTS (PER AWS D1.1 6.10.4) 3 MACROS (1F, 2F, 2F Rotated); 4, . A fillet weld Macroetch test shall be made for each non-prequalified WPS and position to be used, signatures below that the statements in this record are correct and that the test welds were prepared
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the deflected pipe to within 1/2 the nd, Arch and Arches. 945-2.3 Certification of Tests: For all aluminum materials, test certifications as pecified in 965-2, shall be furnished, . ClassIVpipeshallnotbeused. Ensurethatthepipejointshavebeentestedattheplanthydrostatic pressure using test, side of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, or associated hardware. Testing shall be witnessed by the Engineer. 945-2 Aluminum Alloy Structural
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3460902SL, Sampling Frequency for Quality Control Tests – Streamline Contracts Comments from, of that resolution? Without documentation which supports the idea of changing Verification testing, ” for the purpose of reducing department cost for smaller contracts. In addition to reduced testing, candidates for reduced verification testing. The use of a special provision that will only be applied to the contracts with the usage note will ensure that the reduced testing is not applied to regular
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of construction operations, sample and test the prepared soil layer at a testing laboratory qualified under 6-9, and sampling and testing requirements and procedures. Please review and transmit your comments, if any, 199) is deleted and the following substituted: 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing requirements for shoulder treatment projects as defined in the Design Standards, Index No. 105. Immediately after completion of construction operations, sample and test
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completion of construction operations, sample and test the prepared soil layer at a testing, and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT is defined, , to clarify language relating to LOT size and sampling and testing requirements and procedures, substituted: 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing requirements, the source of added material changes, the Engineer will require an additional sample. Test results
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that these tests are in order. The Rotational 2-6 Capacity Test must also be performed in the field, . Qualification is based on tests and inspections given by private testers. The qualification requirements, be qualified and this requires them to be tested to confirm that their skills and abilities are acceptable, , is referred to as a fastener assembly. Torque tests - which will be explained later - are performed, of torque tests are conducted on the assembly. Bolted connections must be used only as indicated
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in the sign can be automatically tested once a day. Ensure that the pixel status test determines, Testing: Conduct pre-installation tests on all units at a Contractor-provided facility within, before the start of any tests. Conduct all tests according to the approved test procedures detailed, days prior to all tests to permit the Engineer or his representative to observe each test. If any, testing is successfully completed, conduct one continuous 72-hour, full-operating test prior
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a professional testing laboratory, or Specialty Engineer with prior load test experience, five working days after driving all the test piles, completing all load tests, completing all, within five working days after driving all the test piles, completing all load tests, completing all, ,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory, protected areas. 16.Proposedschedulefor test shaft installation, load tests and production shaft
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called for in the Plans or Specifications. Ensure that Test the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D3212 with the exceptions, for the testing and approval of gaskets, and for formatting. Please review and transmit your comments, in internal diameter using the parallel plate testing methodology of ASTM D2412. Load the deflected, the hugger band or associated hardware. Testing of pipe joints shall be done at the manufacturing plant
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by the Engineer. Test gaskets in accordance with ASTM D3212. Testing of gaskets shall be witnessed, . 945-2.3 Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, to clarify selecting and obtaining a pipe producer. The processes for joint and gasket testing, by Chase Knight of the Department’s State Materials Office (SMO) to add the method for the testing, . Test the pipe joints hydrostatically at the specified pressure using test methods in ASTM D3212
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be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, asphalt binders shall meet the following additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC, the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall be 67ºC. 3. All PG, processed through a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
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the following minimum testing requirements: Table 932-4 Test Property Description Test Method Type V1, will be selected by the Engineer, one for testing and one for verification in the event of a failing test, testing of one of its straight portions, test specimens produced at the same time during the same, to the material. Materials for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1, to the side of the sealant showing the defect. At least two test samples in a group of three representing
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:UseasolublesaltstestkitinaccordancewithSSPC- Guide15utilizingaClass A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing, the water-soluble contaminant and oil content tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet requirements, notify the Engineer
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material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
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material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1610000.impl.pdf?sfvrsn=7da052c0_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1610000.pdf?sfvrsn=9cf54e73_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
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material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp1610000.pdf?sfvrsn=c95424d3_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp1610000.pdf?sfvrsn=3d93ffec_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp1610000.pdf?sfvrsn=359a9eda_0