9185 search results for test
D3530000
the 24-hour strength test. Testtheacceptancecylindersat24-hoursfrom the time of sampling. 353-6, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, and test the concrete for consistency and strength, subject to the following tolerances from, with the recommendations of the admixture supplier when a Type C or Type E admixture is used. 353-5 Test Requirements. Perform the plastic property tests in accordance with 346-8, except when the mix design contains
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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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LOT for testing, except if there are three or less in the LOT, in which case, test all anchors, dowel per LOT. 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, APPLICATIONS –TESTING OF ANCHORS OR DOWELS. (REV2-24-11)(FA5-18-11)(1-12) SUBARTICLE416-6.1(Pages441-442)isdeletedandthefollowing substituted: 416-6.1FieldTesting:Provide an Independent Testing
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of the length of one LOT500 feet. Perform five QC density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests, test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control, testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D. TheEngineer, Verification split sample for testing. Verification Test results will be used for material acceptance
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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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use test results certified by a testing laboratory approved by the Department as a basis for form, time curve (T/SS/T Curve) which can be used in lieu of multiple test cylinders to determine when, strength of two test cylinders. ProvidetheEngineerwithaminimum of three cylinder breaks, established, to concrete strength. Cure such test cylinders as nearly as practical in the same 4001400.D01 All Jobs manner as the concrete in the corresponding structural component, and test them in accordance
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use test results certified by a testing laboratory approved by the Department as a basis for form, time curve (T/SS/T Curve) which can be used in lieu of multiple test cylinders to determine when, strength of two test cylinders. ProvidetheEngineerwithaminimum of three cylinder breaks, established, to concrete strength. Cure such test cylinders as nearly as practical in the same 4001400.D01 All Jobs manner as the concrete in the corresponding structural component, and test them in accordance
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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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1-T011. 145-6.2.1.2 Soil Classification and Organic Content Testing: Perform soil classification tests, 5-550 and meet the pH test criteria set forth in 145-3.2.1. 145-6.2.1.43 Density Testing, , and pH TestingGradation: The Engineer will verify the QC test results if the verification test, 1-T267), and pH (FM 5-550) testing. Otherwise, the Engineer will test the sample retained, will perform resolution testing. The material will be sampled and tested in accordance with AASHTO T
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wording. 2.Needwordingtoexcludebicycle/sharedusepathsfrom density testing in 334-5.1.2. 3.Wording in 334-5.1.2 related to density testing exceptions in intersections is not clear. There are frequent, in the same mixture. 2. Add wording to exclude bicycle/shared use paths from density testing. 3. Add wording to better define intersections and related density testing requirements. 4. Add wording, the language relating to density testing in intersections, exclude bicycle/shared use paths from density
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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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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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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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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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: the current testing method is in place where QC tests and VT tests for comparison. The comparison must, to providing a secure area for testing and initial curing of test specimens. ACTION TAKEN, for testing and initial curing of test specimens. If more than one of the three QA cylinders from a LOT, will be responsible for performing compressive strength tests and any additional testing. ACTION TAKEN, Definition: The strength test of a LOT is defined as the average compressive strength tests
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(except as required below) fiber cement test panels with a mass of 7 to 9 pounds per square foot of surface area to perform the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property TestMethod Requirement Resistance to Wind Driven Rain ASTM D 6904, Resistance ASTMD3273 Ratingof10,ASTMD3274 Submit four fiber cement test panels and a 1 quart wet sample of each component of each coating incorporated in the total system being evaluated. Prepare test
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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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be used without additional testing. The concrete producer shall provide test data of water samples, chemical analysis or tests shall be performed in accordance with the test methods listed in Tables 1, not exceed the limits in Table 1: Table 1 Chemical Test TestMethod Maximum (%) Total Solids AASHTOT26 5.00, not exceed the limits of Table 2: Table 2 Chemical Test TestMethod Maximum (%) Acidity or Alkalinity, . Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter
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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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for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test, will perform Resolution testing. The material will be sampled and tested in accordance with FM, 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
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