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5480700origind
. One set of tests is defined as a density test for the fill within 3 ft behind the wall face, . The Engineer will perform Verification tests for corrosiveness at a minimum frequency of one test, Office will perform Resolution testing. The material will be sampled and tested in accordance, testing. The material will be sampled and tested in accordance with AASHTO T 90 and AASHTO T 89, designated by the State Materials Office will perform Resolution testing. Ifthe Resolution Test result
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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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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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the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa, requires new testing and certification of the conformance of the grout with this Specification, with a total time from manufacture to usage in excess of six months shall be tested and certified, certified test reports from an independent laboratory, audited by the Cement Concrete Reference, dioxide or oxygen gas. 938-4.2 Laboratory Test. Thegroutshall meet or exceed the specified physical
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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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of tests per LOT. One set of tests is defined as a density test for the fill within 3 ft behind, . The Engineer will perform Verification tests for corrosiveness at a minimum frequency of one test per, Office will perform Resolution testing. The material will be sampled and tested in accordance, testing. The material will be sampled and tested in accordance with AASHTO T 90 and AASHTO T 89, and tested in accordance with FM 5-551, FM 5-552 and FM 5-553. If the Resolution Test result
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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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temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod TotalChloride Ions, -Tensioning Institute. Report the percent bleed for the grout tested. Test grout at the specified, TestValue TestMethod TotalChloride Ions Max.0.08% by weight of cementitious material ASTM C 1152, . Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689, with Section 6 and include certified test reports from an independent laboratory, audited
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, deflection tests, etc. Estimated Date Test Sections Opened to Traffic. Indicate the expected, (tobeassignedbyFHWAifprojectisselected) A-14 TestSectionLayout TotalNumber of Test Sections Number of Test Sections, for participation, project selection requirement, and nomination procedures of test sites included, the test sections described in the experimental design document referenced above. These include a test section using conventional HMA designed according to the agency’s current mix design, and two test
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density testing to one test every two LOTs by identifying the substantiating tests in the Density Log, ’s Quality Control data when test results meet the following conditions: Quality Control tests must, moisture content by sampling and testing the material in accordance with the specified test method listed, , and Quality Control test data is not upheld by Resolution testing the Quality Control testing, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C
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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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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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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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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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Jobs test results certified by a testing laboratory approved by the Department as a basis for form, . Whenusingthepercentofrequiredstrength,cast test cylinders from representative concrete for compressive strength, in lieu of multiple test cylinders to determine when percent of required strength has been met, three different elapsed times that begin once test cylinders are cast; however, one of the elapsed, test cylinders. Provide t h e E n g i n e e r w i t h a minimum of three cylinder breaks, established
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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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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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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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