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1250901.impl
) 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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of the State Materials Office to expand the minimum process control testing requirements and to exclude sidewalks and bicycle/shared use paths from straightedge testing. Please review and transmit your, : 330-2.2 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, . In the event that the daily production exceeds 1,000 tons, perform these tests a minimum of two times per
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to moving a testing lab location, and provides that the Engineer can revoke a laboratory’s qualification for falsification of test data. Please review and transmit your comments, if any, within two weeks, training location and dates for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications and other pertinent, substituted: 105-6 Lab Qualification Program. TestingLaboratories participating in the Department’s
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to moving a testing lab location, and provides that the Engineer can revoke a laboratory’s qualification for falsification of test data. Please review and transmit your comments, if any, within two weeks, training location and dates for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications and other pertinent, substituted: 105-6 Lab Qualification Program. TestingLaboratories participating in the Department’s
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and the following requirements: Requirement TestMethod TestValue WaterLoss@72hours ASTMC156 0.55kg/m 2, with Section 6 and include product data sheets, material safety data sheets (MSDS) and certified test reports from an independent laboratory showing the product meets the requirements of this Section. Testing, Plan for the Laboratory Testing of Liquid Membrane-Forming Compounds for Curing Concrete shall
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with ASTM D 523. Additional Laboratory Performance and Tests Property Test M e t h o d L i mits, requirements designated below. Laboratory Testing Property TestMethod Requirement 9750000 All Jobs Slip, mandrel No cracking Outdoor Testing Property Test M e t h o d Requirement Rusting ASTMD610, : Laboratory Performance and TestsTesting Property TestMethod LimitsRequirement Resistance to Wind, for a period of 5 years. 9750000 All Jobs Outdoor Exposure Testing Requirements Property TestMethod
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expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, driving of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, with transportation to assist as required during load test setup and conducting of the load tests. Provide, testing, cut off the tested piles/shafts, which are not to be incorporated into the final structure
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resistance tester. Submit toProvide the Engineer with written, certified test results for each testing, tester. Submit to the Engineer certified test results for each testing location. Submit, , witnessing, or certifying the test 6.Descriptionofthelocalenvironmentalandsoilconditionsatthetime of testing, flow. Conduct the test by using the fall-of-potential method as described in the Institute of Electronic and Electrical Engineers (IEEE) Standard 81.If fall-of-potential tests cannot be performed
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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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GRADE CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77°F[25°C, Particle charge positive Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F[25°C, GRADE NTSS-1hm Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc. 77°F, Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F[25°C],100g,5 seconds minimum 60, CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77°F 20–100seconds
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shall be jects. 971-9.2 C o m p o s i t i o n : Ct TestMthod freefrom all skins, dirt, for the QPL System. 971-9.4PhysicalRequirements:Laboratorysamp w Property TestMethod im aximum Water, 2240* Shore Durometer, A2 65 - Impact Resistance ASTM odA 1.0N·m D256,Meth - Property Test Method, a Component Test M e t h o d W h i t e Y e l l o w B i n d e r 2 0 . 0 % minimum 20.0% minimum TiO, and shall meet the following criteria: Property Test Method Minimum Maximum Water Absorption ASTM D 570
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Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least 3three projects, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, as required during load test setup and conducting of the load tests. Provide qualified personnel, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
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Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least 3three projects, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, as required during load test setup and conducting of the load tests. Provide qualified personnel, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
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of production data, either from Department acceptance tests or independently verifiable commercial, of this Section. (2)Testdatafrom a single trial batch of 0.10 yd3 [0.10 m3] minimum is required, 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 a single
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a Type C or Type E admixture is used. 353-5 Test Requirements. Perform the plastic property tests, property tests prior to the addition of Calcium Chloride. Perform concrete sampling and testing, cylinders. Perform concrete sampling and testing according to standard test methods listed in 346-5, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, . Inspect and test the concrete for consistency and strength, subject to the following tolerances from
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Control Testing Requirements: Perform, as a minimum, the following activities at the testing, 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, as it, - one per day. 4.RAP:Testonesample per 1000 tons of incoming material (prior to incorporation
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. 2040000.D02 285-7 Items 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirementsof200-76, . 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirementsof200-6, combinations will require prior approval. The Engineer may require revised density acceptance testing, Density Tests: Meet the requirements of 200-7.2. 204-6.5 4 Correction of Defects: Meet the requirements, approval. The Engineer may require revised density acceptance testing for combined aggregates
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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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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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