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SS3460000
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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. The sampling in the previous version was excessive and expensive. In addition the testing was not specifically, , to require testing in accordance with new FM 5-598, and for formatting. Please share this proposal, and the following substituted: 932-1.3.2 Physical Requirements: Silicone Sealant Type Test Method, D 412 (Die C) 45 psi 40 psi 15 psi 9320103 All Jobs Silicone Sealant Type Test Method Type, or cohesive failure and No adhesive 9320103 All Jobs Silicone Sealant Type Test Method Type A Type B
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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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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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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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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 State Materials Office to remove the outdoor testing requirements as a condition for QPL approval and clarify the laboratory testing requirements for Class 5 Applied Finish Coatings. Instead of outdoor testing requirements, the manufacturer will submit test panels for Department testing, and performance for a period of 5 years. Outdoor Exposure Testing Requirements Property Test M e t h o d R, tests. Coating performance shall meet the following requirements: Laboratory Testing Property
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testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels
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testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels
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testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels
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American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications SCOPE, and production batches. G.F. The test method and frequency of the aggregate moisture content test.The, Specifications Section 346 . 8. Perform flowing concrete tests at the point of placement or testing, trial batches of the concrete mix designses, and inspection and testing of production concrete, Department of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association
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missing mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce, material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except apparent opening, Backfillf *as per AASHTO T88. 9850200 All Jobs Table 1.1 Drainage Geotextiles Test Methods
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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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. 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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testeding and the other retainedone for confirmation in the event of a failing test result. Samples, the language relating to bearing pads to comply with DCE Memo 20-09, to require testing in accordance, Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D 2202 0.3inches, Jobs Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Tensile stress (maximum, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Relative Humidity) Movement Capability
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and dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, . Submit certified test reports from the Independent Testing Agency to the Engineer for each LOT, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT
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and dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, . Submit certified test reports from the Independent Testing Agency to the Engineer for each LOT, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT
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frequency of one set of tests per LOT. One set of tests is defined as a density test for the fill, and tested in accordance with AASHTO T 90 and AASHTO T 89 respectively. If the Resolution Test result, will perform Resolution testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, samples. The material will be sampled and tested in accordance with FM 1-T 267 and by averaging the test, Resolution testing. If the Resolution Test result satisfies the required criteria, material
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