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4550000.origind
C-403. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, the receipt of the load test data which represents the designated area. Donotbeginstaticload testing, the required test load to the pile/shaft unless shown otherwise in the plans. Before load testing begins, as required during load test setup and conducting of the load tests. Provide qualified personnel, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
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after testing will be retested before use, except for the scaling resistance test and length, test specimens for each age of all of the hardened tests and each level of mixing temperature, test specimens for each age of all of the hardened tests and each level of mixing temperature, of specimens representing a given test or a given age of test, including tests of freshly mixed, representing a given test at a given age after testing, and should any specimen be found to be manifestly
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) ARTICLE125-9.1.1isdeletedandthefollowingsubstituted: 125-9.1.1ReducedTestingFrequency:When no resolution testing is required for six consecutive LOTs, or if required, the QC test data was upheld, reduce the QC density testing to one test every two LOTs or one every four LOTs for trench box operations. Identify, frequency of testing. Generate random numbers for selecting test locations for the LOTs under, sections. If the Verification test fails, and QC test data is not upheld by Resolution testing
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a test plan for field acceptance tests (FATs) to the Engineer for review and approval. [Spec, -of-Potential method. The Fall-of-Potential test method and testing procedures are commonly described, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, 22. Verify DMS and HAR are listed on the APL. [Spec. 781-1] 23. Pre-Installation Field Testing
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at 28-days when tested per AASHTO T 277. Submit 2, 4 x 8 inch [100 x 200 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Submit the test specimens within, of two tests, one test per cylinder. 346-3.2 Drilled Shaft Concrete: When drilled shaft concrete, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, . Perform the following procedures for slump loss tests: (1)Preparethemix for the slump loss test
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at 28-days when tested per AASHTO T 277. Submit 2, 4 x 8 inch [100 x 200 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Submit the test specimens within, of two tests, one test per cylinder. 346-3.2 Drilled Shaft Concrete: When drilled shaft concrete, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, . Perform the following procedures for slump loss tests: (1)Preparethemix for the slump loss test
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testingdatatobeusedintheacceptancedecisionortheindependentassuranceprogram, and ability to perform a physical test or procedure according to a specific standard. Provider – CTQP, not be allowed to perform those testing, acceptance, and quality control activities where, in the TQDBS is linked to TRESS. Verification: Sampling and Testing performed to validate the quality, study courses. The Hot Mix Asphalt Testing, Hot Mix Asphalt Plant Inspection and Earthwork Inspection
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: Updateofrequirements for the QPL test deck and provide friction testing alternatives by adding the Dynamic Friction Tester (DFT) Proposed solution: A comprehensive study was conducted at the State Materials Office in 2009 depicting harmonization between a locked wheel tester using ASTM E-274 and a DFT, deck and to provide friction testing alternatives by adding the Dynamic Friction Tester (DFT, . The test installation will be tested for skid resistance and wear in accordance
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and Production Testing) Low-Temperature Low- Voltage Tests. 4. Test D: (DAT and Production Testing) Low-Temperature High- Voltage Tests. 5. Test E: (DAT and Production Testing) High-Temperature High- Voltage Tests. 6. Test F: (DAT and Production Testing) High-Temperature Low- Voltage Tests. 7. Test, ). 7840104 784 Items 3. Test C: (DAT and Production Testing) Low-Temperature Low- Voltage Tests. 4. Test D: (DAT and Production Testing) Low-Temperature High- Voltage Tests. . 5. Test E: (DAT
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specifications for the hot mix asphalt product requires testing b FM 1-T 283 and the test results, . The Quality Control testing and location where the test will be done shall be identified, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single, nce testing and ions. SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification, % Test Asphalt Emulsion ade AE-200 Conditions Gr Minimum/Maximum Tests on Emulsion: Saybolt
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. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212 with the exceptions, 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, be lubricated at the factory, with a suitable wax compound. The bolts may be sampled and tested before, :Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
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before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test equipment supplied by the Department within 30 days after completing the load tests, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
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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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performance including materials, systems and test equipment and developed ASTM’s which provides a level, for consistency in the testing and acceptance of materials. Please consider keeping section 971-9, - section.TheEngineerwilltaketherandomsamplesofthematerialsinaccordancewith theDepartment’sSampling,TestingandReportingGuideSchedule, inches [50 mm] from any longitudinal joints. TheEngineer will conduct field tests in accordance with Florida Test Method FM 5-541. Thickness: Apply traffic stripes such that, after application
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performance including materials, systems and test equipment and developed ASTM’s which provides, adopted for consistency in the testing and acceptance of materials. Please consider keeping section, - section.TheEngineerwilltaketherandomsamplesofthematerialsinaccordancewith theDepartment’sSampling,TestingandReportingGuideSchedule, a minimum of 2 inches [50 mm] from any longitudinal joints. TheEngineer will conduct field tests in accordance with Florida Test Method FM 5-541. Thickness: Apply traffic stripes such that, after
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Resolution testing. The material will be sampled and tested in accordance with FM 5-515, . 3.IftheQCre-testconfirms extra deep mixing, conduct an additional QC density test after compaction, of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked LBR Test. TheContractorisresponsibletomake the finished
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performance in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating, . The Quality Control testing and location where the test will be done shall be identified, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, FLOAT EMULSIONS Asphalt Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion, AE-90 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF[50ºC
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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, /shaftunlessshownotherwiseintheplans.Beforeload testingbegins,furnishacertificatefrom a reputable testing laboratory showing, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
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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, /shaftunlessshownotherwiseintheplans.Beforeload testingbegins,furnishacertificatefrom a reputable testing laboratory showing, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
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after testing will be retested before use, except for the scaling resistance test and length, as determined by the following standard test methods. Table 2 Physical Properties Requirement TestValue, must submit an application in accordance with Section 6 and include independently certified test, product for the intended use. WhenspecifiedintheContractDocuments, furnish a report of test results from an independent laboratory on samples taken from material shipped. Ensure the test was performed
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