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9750900.impl
from visual impact of the structure. 975-9.2 Material Tests: Meet the following requirements: Additional Laboratory Performance and Tests Test Method Limits Cyclic Weather Testing AASHTO R-31, through (4 minimum rating) Additional Laboratory Performance and Tests Test Method Limits Fluid, Coating removability Per Manufacturer’s specifications: 6 months exposure at FDOT test site
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tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 14. Testing, conditions are suitable for the paving operations. [Spec. 330-3] 8. Perform verification test to ensure, will facilitate multiple tests being run simultaneously by two technicians. [Spec. 320-2] 16. The lighting, . Calibration of the laboratory testing equipment is performed in accordance with manufacturer’s, and testing equipment and supplies for performing quality control, acceptance and verification
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Performance Requirements: For laboratory testing, use flat test panels prepared in accordance, at the Department’s outdoor test site in accordance with ASTM G 7. Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing (solvent cleanable and water cleanable, , softening or adhesion loss. Outdoor Exposure Testing – Non-Sacrificial Property Test M e t h o d, spray paint. No delamination or visual defects. Laboratory Testing - Sacrificial Property Test M
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locations within the test section. Each set will include five density tests. One set will include, to the entire course thickness. All QC tests and a Department Verification test must meet the density, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert, no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test data, of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing
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running the required test methods. 960-3.1.3 System Testing: In lieu of performing PT system tests, all testing, other than field testing, and to submit certified test reports for materials, System Testing: In lieu of performing PT system tests witnessed by and/or performed in a certified, by the Engineer. 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated duct, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9600100-722fhwa.pdf?sfvrsn=ee7a2e9c_2SS9210000
2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
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control or verification test results. Discontinuance of approval may be based on testing at the point, , or less, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine aggregate indicate, of the cement, and the silo number( where the ntifying s) d. The mill test report must identify, mill test report is found in the appendix of AASHTO M-85. 921-3 Packing Handling and Storing. ed
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2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
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2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
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250psiatsevendaysbyFM5-518 TypeF-2productswillbeacceptedonthejob.Submit to the Engineer testing from the manufacturer of the product for each LOT of material to be incorporated in the project. The test, actual values from the required tests. Obtain approval from the Engineer before incorporating, above. Submit from the manufacturer test data showing that cutback and emulsified asphalts, asphalt, a curing period of four days. TypeHproductswillbeacceptedonthejob.Submit to the Engineer testing from
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Testing Requirements for Qualification of Producers of Prestressing CFRP Strands Property Test M e t h o, 440.4, following the test methods from ACI 440.3. The CFRP strand shall meet the additional, % of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, certified copies
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and mixed in accordance with the manufacturer's recommendations. Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set, of 3,400 psi within seven days, when tested in accordance with ASTM C39
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, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
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, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
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, the Contractor shall be required to furnish to the Engineer one certified test report from, of this Section. The certified test report shall include test results for retroreflectivity, color, adhesive, and chemical resistivity. The certified test report shall affirm the product meets all the requirements specified. If test results indicate significant inconsistencies in material properties, new qualification tests and/or comparison with original infrared spectroscopic values may be required. Each
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9480100 Jobs with pipe *********************************************************************************************** Paul Harkins File: 9480100 - Miscellaneous Types of Pipe Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date: Tuesday, April 05, 2005 Time: 07:49:12 AM Comments: 1. Is it clear that testing of joint, as tested in the plant and refer back to the individual material specifications
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, retroreflective elements shall contain no more that 200 ppm by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C
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, retroreflective elements shall contain no more that 200 ppm by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C
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that testing of joint is not required to be done in the field? 2. Each of the materials, is considered to be water and soil tight as tested in the plant and refer back to the individual material
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that testing of joint is not required to be done in the field? 2. Each of the materials specifications, to be water and soil tight as tested in the plant and refer back to the individual material
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