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SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
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Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
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Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.impl.pdf?sfvrsn=698b99eb_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4460300.pdf?sfvrsn=218c7d13_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4460300.pdf?sfvrsn=54fa8660_04570000.origind
protection jackets are specified. SP4570000 457 Items 457-2.6.2 Testing: No test report for tests, for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing, requiredspecified, furnish special fillers in accordance with the Contract Documents. Provide Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis as directed, of Section 415 for all structural jackets. 457-2.6 Materials Certification and Testing. 457-2.6.1
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Resistance of Pipes Pipe Location TestMethod TestConditions Requirement 9480000 All Jobs Table, Pipe Location TestMethod TestConditions Requirement 9480000 All Jobs Table 1 Liner, covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe for use as underdrain, Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F
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Pipe Location TestMethod TestConditions Requirement 9480000.D012 All Jobs Table 1 Pipe Liner FM, than 110.0 hr Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions Requirement, pipe shall furnish to the Engineer six copies of mill analysis covering chemical and physical test, be less than 17.0 hours. Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(,3) : Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, designation, or combination of numbers and letters, designates a specification, test method, ,specifications,testmethods, or other codes as specified in the current edition at the time of the bid, ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials, a specification, test method, or other code or recommendation of the particular authority
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, testing and inspection for both field and laboratory tests. Provide the names of the CTQP, times. Testing without Department’s qualification may result in a rejection of the test results, ) is deleted and the following substituted: 105-6 Lab Qualification Program. TestingLaboratories participating in the Department’s Acceptance Program must have current Department qualification when testing, to beginning testing. The Department may inspect the laboratory for compliance with the accreditation
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requirements at all times. Testing without Department’s qualification may result in a rejection of the test, Specifications) is deleted and the following substituted: 6-9 Lab Qualification Program. TestingLaboratories, when testing materials that are used on Department projects. In addition, they must have one, prior to beginning testing. The Department may inspect the laboratory for compliance, to resumption of testing, resolve the issues to the Department’s satisfaction and obtain reinstatement
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manufactured and tested under this specification shall have a plan area less than 1000 in 2 square inches, will be selected by the Engineer at the project site.- Oone pad will befor testeding and the other retainedone for confirmation in the event of a failing test result. Samples shall consist of….. Shouldn't
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Requirements. 923-3.1 Testing: All chemical analysis or tests shall be performed in accordance with the test, be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test TestMethod Maximum, tested before use and shall not exceed the limits of Table 2: Table 2 Chemical Test TestMethod, . 923-3.1 Testing: All chemical analysis or tests shall be performed in accordance with the test, health department may be used without additional testing. The concrete producer shall provide test data
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Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant 1.AsphaltMix:Determine the asphalt binder, that the daily production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier addition. 2.Aggregate:Testonesample for gradation per 1,000 tons of incoming aggregate
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testing in the 353 specification. Recommended slabs be tested throughout the pour for acceptance, of the concrete quality (e.g. cracking). No changes made at this time. 2. 353-5 Test Requirements, concrete performance. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests in accordance with 346-8, except when the mix design contains an accelerator; perform the plastic property tests prior to the addition of the accelerator
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or dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, at least one anchor or dowel per LOT. For every failed field test, perform two additional field tests, test failures occur, or all anchors or dowels within the LOT are tested. For the next LOT after, requirements and limitations due to anchor position. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing agency to perform field testing
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)Evidence from three sets of production data, either from Department acceptance tests or independently, with the proposed design mix meets the requirements of this Section. (2)Testdata from a single trial batch of a 1, Sampling and Testing. TheEngineer will take random samples of the Cement Treated Permeable Base
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)Evidence from three sets of production data, either from Department acceptance tests or independently, with the proposed design mix meets the requirements of this Section. (2)Testdata from a single trial batch of a 1, Sampling and Testing. TheEngineer will take random samples of the Cement Treated Permeable Base
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by the following standard ASTM test methods. Property TestValue TestMethod Compressive Strength, by QPL **Accepted by certified test report ***Accepted by certification 926-2 Epoxy Design, submit product data sheets, performance test reports from an independent laboratory showing, 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
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, ). 923-3.2RecycledandReclaimedWater:Recycled and reclaimed water shall be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test TestMethod Maximum (%) Total Solids AASHTO T, 923-3.3OpenBodiesofWaterandWellWater:Openbodiesofwaterandwellwater shallbe tested before use and shall not exceed the limits of Table 2: Table 2 Chemical Test TestMethod Maximum (%) Acidity
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