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4551501.impl
to mix, circulate, desand, test methods, and proposed testing laboratory to document test results, . 16.Proposedschedulefor test shaft installation, load tests and production shaft installation, and the following substituted: 455-17.6.1 Cross-Hole Sonic Logging (CSL) Tests: Perform all CSL testing, ,testeverypossibletubecombination. Forshaftswithfiveormore tubes, test all pairs of adjacent tubes, to perform, log, analyze, and report the test results
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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, on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugatedmetal pipe for underdrain shall, . Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212 with the exceptions of Sections 7.3
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) Alignment Load: A smallnominal load maintained on a performance tested an anchor during testing, soil anchor testinga performance test. (t) Elastic Movement: The recoverable movement of an anchor measured during soil anchor testinga performance test. (u) Prestressed Soil Anchor: A system, and those to be creep tested and, at his discretion, may increase or decrease the number of tests. Perform proof tests on all prestressed soil anchors, not subjected to a performance test or a creep
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tests for corrosiveness at a minimum frequency of one test per soil type. SUBARTICLE 548-9.7.6, and the following substituted: 548-9.6 Frequency: Conduct sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control (QC) Verification Maximum Density One per soil type One per soil type Density One per LOT One per four LOTs for each type of QC test
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to ensure that the tests are performed in accordance with Standard Test Methods, project, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, /specificationsoffice/Implemented/URLinSpecs/Files/section112.pdf . tituted: r ming sampling, testing, Application ent’s website. Obtain the g without epartent’s n of the test results. Continued, ) is deleted and the following substituted: 105-6 Lab Qualification Program. TestingLaboratories
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. No payment will be made for dynamic load tests on test piles. Forstructureswith100%dynamic testing, the dynamic load tests in the pay items for test piles. 455-12.5.2 Dynamic Load Tests/ Production, load tests shown in the Plans, authorized by the Engineer, or required in 455-5.11.7, completed, load tests used to evaluate the Contractor’s driving equipment. This will generally be done on the first test pile or production pile driven on a project with each combination of proposed hammer
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of the accelerating admixture. 3530000 All Jobs 353-5 Test Requirements. Perform concrete sampling and testing, ; perform the plastic property tests prior to the addition of the accelerator. The Unit Weight Test, by the Engineer. TheEngineermay require compressive strength testing as outlined in 353-5. Fabricate six test, tests in accordance with Section 346,; except when the mix design contains an accelerator;, perform the plastic property tests prior to the addition of the accelerator.Ensure the 24-hour
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. 6-9 Laboratory Qualification Program. TestingLaboratories participating in the Department’s, testing of Department products: a.CurrentAASHTO (AAP) accreditation. b.InspectedonaregularbasisperASTMD3740forearthwork,ASTMD 3666forasphaltandASTM C 1077 for concrete for test methods used, to beginning testing. The application is available from the Department’s website: http, the qualification requirements at all times. Testing without the Department’s prior approval may
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for resistivity testing before test specimens from the concrete of the laboratory trial batch, /embedment installation. 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using personnel, tests. Record the ambient air temperature during the test. Ensure that the concrete properties, tests and field demonstration of verified test data and inspection reports to the re of the spe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss3460000.pdf?sfvrsn=59577477_0SS3460000
for resistivity testing before test specimens from the concrete of the laboratory trial batch, /embedment installation. 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using personnel, tests. Record the ambient air temperature during the test. Ensure that the concrete properties, tests and field demonstration of verified test data and inspection reports to the re of the spe
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. 416-6 Field Testing of Post-Installed Anchors Systems and or Dowels. 416-6.1 General: Field test, restrained static tension tests to prevent damage to the surrounding concrete. A restrained test, anchors. Displacement measurement for field testing is not required. Test individual anchors and dowels, no more test failures occur, or all anchors andor dowels within the LOT are tested. For the next LOT, no more test failures occur, or all anchors or dowels within the LOT are tested. For the next LOT
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requesting authorization to place the seal concrete. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, conference or no later than 30 days before beginning test pile installation of the proposed testing, as required during load test setup and conducting of the load tests. Provide qualified personnel, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
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. 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, test pile installation of the proposed testing schedule so that items supplied by the Department may, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
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ASTM test methods. Property TestValue TestMethod Compressive Strength Cubes 7 day Cure at 77°F, in accordance with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a)EpoxyBondingCompounds:EpoxyBondingCompounds shall be prepared and tested in accordance with FM 3-C882..The ratio, concrete shall not be less than 0.90 (b)EpoxyMortars:Epoxy mortar shall be prepared and tested in accordance with FM 3-C882. The average compressive strength of the three test specimens shall be at least
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ASTM test methods. Property TestValue TestMethod Compressive Strength Cubes 7 day Cure at 77°F, in accordance with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a)EpoxyBondingCompounds:EpoxyBondingCompounds shall be prepared and tested in accordance with FM 3-C882..The ratio, concrete shall not be less than 0.90 (b)EpoxyMortars:Epoxy mortar shall be prepared and tested in accordance with FM 3-C882. The average compressive strength of the three test specimens shall be at least
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of the 28 day compressive strength tests. Core strength test results obtained from the structure, drilledshaft concrete. Obtain slump loss tests results demonstrating that the drilled shaft concrete, concrete operations begin. Obtainslump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts requiring 30 cubic yards of concrete or less, slump loss test results in the field. Technicians performing the slump test must be ACI Field Grade I
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in accordance with the specified test method listed in 120-10.2. 120-10.1.43.2 Density Testing, additional Independent Verification (IV) testing. The Engineer will evaluate and act upon the IV test, , the Verification Test result will be used for material acceptance purposes. 120-10.4.2 Density Testing: Density, and testing the material in accordance with the specified test method listed in 120-10.2. 120-10.1.3.2, testing in accordance with FM 1-T 238. Determine the in-place moisture content for each density test
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has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, to the e full insurable value if repl inning test pile installation of the proposed testing schedule, load test equipment supplied by the Department within 30 days after completing the load tests, with the load test setup and to installation of the instrumentation, during the load testing, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off th piles/shafts
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has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, to the e full insurable value if repl inning test pile installation of the proposed testing schedule, load test equipment supplied by the Department within 30 days after completing the load tests, with the load test setup and to installation of the instrumentation, during the load testing, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off th piles/shafts
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will perform Resolution testing. The material will be sampled and tested in accordance with FM 1- T180. The Engineer will compare the Resolution Test (RT) results with the QC test results, the Verification test results to the corresponding Quality Control (QC) test results. If the test result is within 4.5 lb/ft 3 of the QC test result, the LOTs will be verified. Otherwise, the Engineer will collect the Resolution split sample corresponding to the Verification sample tested
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