8976 search results for test
9160000ORGIN
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains, Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, of sampling. 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, ) As Required for Quality Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test will result, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test will result, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use
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to the materials tested. Attach copies of current test reports to the certificate, Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test report, for compressive strength testing at the required test date. The Engineer may adjust the frequency, fillers in accordance with the Contract Documents. Provide test results and documentation, of chloride will be tested at a random basis as directed by the Engineer. 457-2.4 Water: Use water
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to the materials tested. Attach copies of current test reports to the certificate, Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test report, for compressive strength testing at the required test date. The Engineer may adjust the frequency, fillers in accordance with the Contract Documents. Provide test results and documentation, of chloride will be tested at a random basis as directed by the Engineer. 457-2.4 Water: Use water
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to produce the minimum and maximum time of efflux. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Property TestValue TestMethod Expansion≤2.0%forupto3hours ASTMC940, -Tensioning Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure, sources requires new testing and certification of the conformance of the grout, with a total time from manufacture to usage in excess of six months shall be tested and certified
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use, with Section 6 and include certified test reports from an independent laboratory, audited
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be tested. All test results must comply with the manufacturer’s design data as shown in the approved, no deterioration. Prior to shipment to the project site, submit the test data for the bearings tested, by testing random samples manufactured for this project for the following conditions: (a)Testthebearingsforaperiodof24hoursunderthemaximum vertical load with the maximum rotational displacements applied, . (b)Inaddition,testexpansionbearingsundermaximum vertical load during six cycles of maximum
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of Pipes Pipe Location TestMethod TestConditions Requirement Liner and/or Crown (7) OIT Test (ASTM, TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution, chemical and physical test results. 948-1.5 Underdrain: PVC pipe for use as underdrain shall conform, . 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 replicates at each test condition
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) Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Liner, of mill analysis covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe for use, the following requirements: Table 1 Stress Crack Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F and 600 psi, , Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650
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) Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Liner, of mill analysis covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe for use, the following requirements: Table 1 Stress Crack Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F and 600 psi, , Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650
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the credentials described in this Section to perform all testing and to provide certified test, ar systems, modify system test length to 15 feet. (c)Forsystems being tested for use in precast, Application Package including component drawings, system drawings, and test reports from, and inclusion on the list of Approved Post-Tensioning Systems. Anymarked variations from original test, is required for PT system and component testing; however, subcomponents of approved systems may
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Documents. 457-2.6.2 Testing: No test report for tests made more than one year prior to shipment, to the materials tested. Attach copies of current test reports to the certificate, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, special fillers in accordance with the Contract Documents. Provide test results and documentation, . 457-2.6 Materials Certification and Testing. 457-2.6.1 Certification: For materials other than those
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de test results and documentation that demonstrate the material meets .2 Testing: No test report for tests made more than one year prior to material per cubic yard. Up to 30%, by weight of cement, 4 inch by 8 inch cylinders for compressive strength testing at the required test date, and Testing. 457-2.6.1 Certification: For materials other than those for Portland cement grout, all the requirements of this Section and conform in all respects to the materials tested. Attach
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Documents. 457-2.6.2 Testing: No test report for tests made more than one year prior to shipment, to the materials tested. Attach copies of current test reports to the certificate, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, special fillers in accordance with the Contract Documents. Provide test results and documentation, . 457-2.6 Materials Certification and Testing. 457-2.6.1 Certification: For materials other than those
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938-1. Table 938-1 Property TestValue TestMethod TotalChlorideIons Max.1.0lbs/yd 3 FM5-516, of their product shall submit an application in accordance with Section 6 and include certified test, or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the quality control specifications before, . 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties
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. Failing test results will result in restarting initial sampling and testing, months. 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis or tests shall, shall be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test, shallbe tested before use and shall not exceed the limits of Table 2: Table 2 Chemical Test, supplies approved by a public health department may be used without additional testing
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Testing of the pile cient for carrying the specified loads as the minimum bearing which is accepted, a each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, to the Department. Set Dynamic Load Test equipment to the damping value provided by the Engineer prior to driving the production pile. IftheEngineerrequiresanadditionalDynamic Load Test for comparison urposes
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Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test, at each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . IftheEngineerrequiresanadditionalDynamic Load Test for comparison purposes on piles with a properly functioning EDC, the Contractor will be paid an additional Dynamic Load Test. If the Engineer directs
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Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test, at each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . IftheEngineerrequiresanadditionalDynamic Load Test for comparison purposes on piles with a properly functioning EDC, the Contractor will be paid an additional Dynamic Load Test. If the Engineer directs
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