8978 search results for test
4610100FHWA - Revised
. 461-6.2 Long-Term Proof Load Test: Conduct long-term proof load testing on full-size bearings, ) for prequalification testing to be considered satisfied for a project. Test results for bearings of a given type, for prequalification testing. 461-6.2 Long-Term Proof Load Test: Conduct long-term proof load testing, -Term Deterioration (LTD) testing for multirotational bearings from the Specifications, . ARTICLE 461-6 is deleted and the following substituted: 461-6 Testing and Certification
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Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, of the test pile or reaction piles, whichever occurs last. Do not begin static load testing of drilled shafts, during load test setup and conducting of the load tests. Provide qualified personnel, to read, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, the fill before installing end-bent piling/shafts, except when driving specified test piling in end
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representative. Test gaskets in accordance with ASTM D3212. Testing of gaskets shall be witnessed, Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, of Tests: For all aluminum materials, test certifications as specified in 965-2, shall be furnished, ) to add the method for the testing of pipe joints and gaskets, and for formatting. Please review, the actual mean inside diameter. Test the pipe joints hydrostatically at the specified pressure using
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for approval prior to commencement of testing. Perform all tests at 1,310 and 1,550 nanometer wavelengths, is proof-tested by the fiber manufacturer at a minimum of 100 kilo pounds per square inch. Ensure, at 6330201 1,550 nanometers when tested according to the requirements as detailed in the TIA, each reel has a minimum of 6 feet on each end of the cable available for testing. 4. Ensure that all, than 0.1 decibel per reel. 6. Submit the transmission loss test results as required
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of these Specifications are met at all times. Perform any tests necessary at the plant and roadway for process control purposes. Enter all PC test data into the Department’s Laboratory Information Management System (LIMS) database. The Engineer will not use these test results in the acceptance payment decision, , at a minimum, the production process, testing equipment and/or sampling methods to determine the cause, of these Specifications are met at all times. Perform any tests necessary at the plant and roadway for process control
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. The test installation will be tested for skid resistance and wear in accordance, 523 PATTERNED/TEXTURED P A V E M E N T - P E R F O R M A N C E REQUIREMENTS. (REV3-1-07)(FA3-13-07)(7-07) SUBARTICLE523-2.2(Page592)isdeletedandthefollowingsubstituted: 523-2.2PerformanceRequirements: QPL approval will be contingent on a field service test demonstrating that the imprinted, by the State Materials Office. The test installation shall be a minimum six feet wide and extend from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5230202.impl.pdf?sfvrsn=ec0346e4_0SP4550100DTwoTP
SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles, SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles The Department, . SP4550100DTwoTP Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, the receipt of the load test data which represents the designated area. Do not begin static load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp4550100dtwotp.pdf?sfvrsn=7d6624b3_0SectionMM86V2
) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing, or verification tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, . 9. Perform flowing concrete tests at the point of placement or testing station established, trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
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of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, and field trial batch verification. 9. Perform flowing concrete tests at the point of placement or testing, designs, laboratory and field trial batches of the concrete mixes, and inspection and testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic No.: 675-000-000 Materials, Submit the results of the laboratory trial batch tests and field demonstration of verified test data, tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, . Perform flowing concrete tests at the point of placement or testing station established, and field trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section86v2.pdf?sfvrsn=24b0e66d_12025 Contruction Academy Earthwork
Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet the density requirement Identify the test, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
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Tests if no test values are given? 2. In 938-4.2,Fluidity Test maximum of 30 seconds is okay immediately after mixing and probably okay for after 30 minutes of mixing in the laboratory test, but at the discharge end as referenced in Spec B460-11.4 for field tests the maximum really is not valid. If the fluidity test at the discharge end exceeds 30 seconds, what can be done to get it below 30, specific about when the fluidity test should be done "prior to beginning the injection process
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the start of any tests. Conduct all tests according to the approved test procedures detailed, of the contract period. 781-3.20 System Testing: Conduct approved DMS system tests on the field equipment, test. The Engineer will approve the type of tests to be conducted. Include in the tests all control, Acceptance Testing: Conduct a 60-day acceptance test after the successful completion, . 781-4.4 Testing: Subject the equipment covered by these specifications to design approval tests
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delineators, the yellowness index shall not exceed 12 when tested in accordance with ASTM D1925, of 70 when tested in accordance with ASTM E1347 or ASTM E1164. The orange posts shall meet the color, mph when tested according to FM 5-581National tTesting Product Evaluation Program (NTPEP). The NTPEP, °degrees and 10°degrees after receiving 100 vehicle impacts. Impact testing must be performed by a recognized delineator testing facility that is listed on the FHWA Laboratories Accredited to Crash
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absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Water weight gain 85 percent reduction minimum Absorbed chloride 87, minimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling, at 24 hours and 30 at 7 days. Coordinate with the Engineer to conduct a preliminary on-site skid test, by grinding or other approved method if satisfactory friction values are not achieved. Friction tests
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that are not "contractor action" related ) to be handled? Who is responsible for performing the PDA testing on the test, payment for a Dynamic Test Load. Regardless, PDA testing should be performed by the Department, the production pile. (Note: first you talk about the initial PDA testing or test piles, derivation of the Jc, Load tests for comparison purposes; the Contractor will be paid one additional Dynamic Load Test, piles if we are doing PDA Dynamic Load Tests on each test pile? 455-7.2 Manufacture: Fabricate
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to be tested. The time required for testing shall be determined by the testing lab selected, and by agreement, the independent laboratory may use the manufacturer’s test facilities providing that testing, with additional (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, to concrete shall be used if required by the manufacturer. When a manufacturer’s product is tested
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, schedules for change orders, and performance testing requirements. The CM shall advise the Owner
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running the required test methods. 960-3.1.3 System Testing: In lieu of performing PT system tests, Reference to fib Bulletin 75 Required Tests for each PT System Type (1) Procedures Appendix Test, ; No = Test is not required. (2) Do not preload strand into duct prior to testing. (3) Identify duct, testing specified in this Section, test all filler containment assemblies, i.e., anchorages, anchorage, PT Systems Pressure Test: In addition to the other testing specified in this Section, test all
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new equipment that fails the operational test at no cost to the Department.. Any substitute software modules submitted must be tested and approved. 6950000D01 Associated with STD 695-001and Spec, the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive Capacitance Resistance meter. Install only thoseReplace any sensors that pass fail the pre-installation test. Record all test
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