8976 search results for test
SP5340000
controltestingandinspectionsrequiredbySections346and400fortheprecast TestingusingCTQPqualifiedtesting tamping the ngue ber, Control personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . L.Providetheconcretewall(PrecastorCast-in-Place)withauniform color, pattern, and texture. 534-8 Test, constructionattheprojectsite.TheEngineerwillusetheerectionof the test wall to determin the Contractor’s methods, s during the positioning of the test wall, in order anent wall location, as directed by uction
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as determined by the following standard ASTM test methods. Property TestValue TestMethod Compressive, Performance Tests: (a)ForEpoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured, shall be tested in direct compression. The average compressive strength of the three test specimens, in field tests. If, during a one year period, more than 2% of the markers in a test site are displaced
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916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
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916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
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for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
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piling. Except for test piles which are to be statically or Statnamically load tested, drive test, by the Engineer . Install instruments prior to driving. All test piles will have dynamic load tests, on test piles. Payment for attaching equipment to each production pile for dynamic load testing prior, to assist the engineer in performing this work. All test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2
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for the quantity of concrete represented by resolution testing when the verification strength test, by resolution testing when the verification strength test results are determined to be more accurate, for compressive strength tests. Record the ambient air temperature during the test. Ensure, or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration, testing before mix design approval. Take the resistivity test specimens from the concrete
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: TestingStraightedge testing with the rolling straightedge will not be required in the following areas: intersections, tapers, crossovers, parking lots and similar areas. In addition, straightedge testing, Process Control Testing Requirement, Sub-article Roadway, number 1: Second sentence: From: “Monitor, will be established in regards to, but not limited to, cutting and testing 6 inch diameter cores, of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify
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: TestingStraightedge testing with the rolling straightedge will not be required in the following areas: intersections, tapers, crossovers, parking lots and similar areas. In addition, straightedge testing, Testing Requirement, Sub-article Roadway, number 1: Second sentence: From: “Monitor the roadway, will be established in regards to, but not limited to, cutting and testing 6 inch diameter cores, testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge
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of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured at a temperature of 73 ± 3°F [23 ± 2°C]. The epoxy compounds shall be tested for composite, to testing. The cubes shall be tested in direct compression. The average compressive strength, hereinasdeterminedbythefollowingstandardASTMtestmethods. Property TestValue TestMethod Compressive Strength Cubes 7
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(NTPEP) Test Report Testing must be conducted using the project Work Plan for NTPEP Laboratory Testing of Detectable Warning Systems, using the cold exposure category. Independent Laboratory Test, or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report Meets, system. Independent Laboratory Test Report Skid Test and Integral Color testing as identified, as measured within the traveled way for 3 years. Friction Independent Testing Facility FM 5-592, Test
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, independent test data verifying the material meets the requirements of this Section including, and procedures, has been tested in accordance with either: a. ASTM E-274, Skid Resistance of Paved Surfaces, Friction Tester (DFT), at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 5. For products proposed for use in non-vehicular traffic areas, independent test data verifying the material, in accordance with the manufacturer’s specifications and SS5230100 All Jobs procedures, has been tested
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the actual mean inside diameter. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, mechanism does not contact the hugger band or associated hardware. Testing of pipe joints shall, will be based on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugatedmetal
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attained its final set as defined by ASTM C-403. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, with transportation to assist as required during load test setup and conducting of the load tests, : After completing testing, cut off the tested piles/shafts, which are not to be incorporated
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at a minimum frequency of one set of tests per LOT. Determine test locations including stations and offsets, resolution testing. The material will be sampled and tested in accordance with AASHTO T27 and FM 1-T, will perform resolution testing. The material will be sampled and tested in accordance with FM 5-550, will perform resolution testing. If the resolution test result satisfies the required criteria, testing and inspections required by Sections 346 and 400 for the precast component construction. Perform
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C-403. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance, to assist as required during load test setup and conducting of the load tests. Provide qualified, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, methods; Standardize Specs for CSL tubes, CSL testing and acceptance criteria; Various Drilled
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C-403. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance, to assist as required during load test setup and conducting of the load tests. Provide qualified, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, methods; Standardize Specs for CSL tubes, CSL testing and acceptance criteria; Various Drilled
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,drymortarmaterialwithmixingliquid.Prepare and test three test specimens for each age of all of the hardened tests and each level, age of test, including tests of freshly mixed concrete, before or during the test, or both, testing. Visually examine all specimens representing a given test at a given age after testing, either before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested
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i p ment covered by these specifications to adesign approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer for review and approval. Ensure that the test plans demonstrates each and every functional requirement specified for the device or system under test. The Engineer may accept certification by an independent testing, . The Engineer reserves the right to witness all testsDATs and FATs. Compare all test results
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liquid. Prepare and test three test specimens for each age of all of the hardened tests and each, examine each group of specimens representing a given test or a given age of test, including tests, specimens representing a given test at a given age after testing, and should any specimen be found, testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one specimen or one
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