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9380000.impl
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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in Table 3 as determined by the specified standard test methods. Table 3 - Physical Properties of Repair Material in High Stress Areas Requirement TestMethod TestValue Minimum Compressive Strength, - Physical Properties of Repair Material in High Stress Areas Requirement TestMethod TestValue Minimum, the time of testing. **Initial time of set for MAPC or MPPC will be tested in accordance with ASTM C191, Chlorides lbs/yd 3 FM 5 - 5 1 6 0.40 *The test methods for compressive strength (ASTM C109), flexural
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testing. The concrete producer shall provide test data of water samples from other sources. To determine, . Failing test results will result in restarting initial sampling and testing, three 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, not exceed the limits of Table 2: Table 2 Chemical Test TestMethod Maximum (%) Acidity
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PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTINGSAMPLING FREQUENCY FOR QUALITY CONTROL TESTS, substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test, 4 6 0 9 0 2 S L P o r t l a n d C e m e n t C o n c r e t e - A c c e ptance Sampling and Testing, the frequency of Verification tests for Streamline Contracts. Please review and transmit your, and the following substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample
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. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, of this Section and conform in all respects to the materials tested. Attach current test reports, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, : When specified, furnish special fillers in accordance with the Contract Documents. Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis
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. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, of this Section and conform in all respects to the materials tested. Attach current test reports, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, : When specified, furnish special fillers in accordance with the Contract Documents. Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis
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. 6-9 Laboratory Qualification Program. TestingLaboratoriesparticipating in the Department’s, during testing of Department products: a.CurrentAASHTO(AAP) accreditation. b.Inspectedon a regular basis per ASTM D 3740 for earthwork, ASTM D 3666 for asphalt and ASTM C 1077 for concrete for test, . ObtainDepartment approval prior to beginning testing. The application is available from the Department’s website, and maintain the qualification requirements at all times. Testing without the Department’s prior approval
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. The Engineer will perform Verification testssampling and testing at a the minimum frequency listed, Additional Requirements: 160-745.3.1 Quality Control Testing: 160-745.3.1.1 Bearing Values: Test, . Discontinue Unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained or resolution, , the sample will be tested in accordance with AASHTO T88, and AASHTO M 145. If the Resolution Testing, , the Engineer will collect the remaining Verification split samples for testing. Verification Test
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, Testing and Reporti : gineer that would adversely affect the bond of the traffic stripes. ed, and replace pavem operation. Conduct field testi stripes and markings not meeting the requirements
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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 CAV program seeks to engage public users, partners, and developers to encourage understanding of CAV technology so it is embraced as implementation increases. As stated in the CAV Business Plan, the objective of the CAV Program (and projects) is to improve safety for all transportation modes. As a testament of the program working with local agencies, the FDOT CAV program has partnered with cities such as Gainesville and Tallahassee on their signal phase and timing projects. Advancing
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Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, density test for the top 12 inches. The density tests must meet the requirements of 160-7.2.3, , the Engineer will collect the remaining Verification split samples for testing. Verification Test results, will perform Resolution testing. The material will be sampled and tested in accordance with FM, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D
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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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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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time of efflux shown in Table 938-1. Table 938-1 Property TestValue TestMethod TotalChlorideIons, C939 ASTM C939**** 9380000 All Jobs Table 938-1 Property TestValue TestMethod (b)30minutes after, or material sources requires new testing and certification of the conformance of the grout, . Materials with a total time from manufacture to usage in excess of six months shall be tested, in accordance with Section 6 and include certified test reports from an independent laboratory, audited
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time of efflux shown in Table 938-1. Table 938-1 Property TestValue TestMethod TotalChlorideIons, C939 ASTM C939**** 9380000.D01 All Jobs Table 938-1 Property TestValue TestMethod (b)30minutes, testing and certification of the conformance of the grout with this Specification. A copy, from manufacture to usage in excess of six months shall be tested and certified by the supplier, and include certified test reports from an independent laboratory, audited by the Cement Concrete
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TestValue TestMethod TotalChlorideIons Max.1.0lbs/yd 3 FM5-516 FineAggregate(if utilized)Gradation, TestValue TestMethod (b)30minutes after mixing with remixing for 30 sec Max. 30 Sec. or Max. 30 Sec, of materials or material sources requires new testing and certification of the conformance, be tested and certified by the supplier that the product meets the quality control specifications, an application in accordance with Section 6 and include certified test reports from an independent
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