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SS3200000
and Testing and make available upon demand. Provide the following charts: a. All components used, specific gravity (G mm ) of RAP; d. Any other test result or material characteristic, until the proper conditions have been restored. 320-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table
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and Testing and make available upon demand. Provide the following charts: a. All components used, specific gravity (G mm ) of RAP; d. Any other test result or material characteristic, until the proper conditions have been restored. 320-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table
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, provide compliance with the 2020 Florida Building Code. 2.2 TESTING AGENCY QUALIFICATIONS A. For testing agency providing classification markings, an inspection agency acceptable to the authorities, the classification marking is representative of the material tested. 2.3 PERSONNEL QUALIFICATIONS, for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. C. ASTM D638 - Standard Test Method for Tensile Properties of Plastics. D. ASTM D1004 - Standard Test Method for Tear Resistance
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and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete at his discretion, testing for off-system projects are accepted based on agency testing for category 3 work. Summary, , category 3 work is defined as acceptance sampling and testing. The earthwork and concrete sections are being revised to define acceptance testing as performed by the Local Agency. The asphalt section is being revised to clarify contractor process control testing and Agency performed acceptance
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found as a result of the inspection and testing. Keep certified test reports for all materials, 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8, . For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling, may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer
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pattern is used in lieu of density testing, a six inch core at a minimum frequency of 3 cores will be cut and tested and approved by the Engineer? 17. Has the CEI verified that the rock base, the Department of the location and time of testing a minimum of 48 Spec 330-12.4.5.1 hours prior
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submit an application in accordance with Section 6 and include independent testing showing, will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p a r a l l e l 0 . 5 i n c h s t e e l p l a t e s o f a c o mpression testing machine. Place
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requirement when tested after mixing. ACTION TAKEN: To reduce confusion, we revised the language, typically pass testing for organic material content. This has been clarified in Table 160-3 during, to create a stabilized subgrade. Table 160-3 refers to the testing requirement for the final mixed
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this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement, test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3,000 ohm -·cm FM 5-551 Soluble chloride content 3,000 ohm -·cm FM
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. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, , Testing and Reporting Guide schedule. 709-3 Equipment. Apply the Two Reactive Component material, will conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings, which visually matches Federal Test Standard Number 595-color 33538, and meet the following, packages. Submit a certified test report to the Engineer indicating that the materials meet all
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. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, , Testing and Reporting Guide schedule. 709-3 Equipment. Apply the Two Reactive Component material, will conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings, which visually matches Federal Test Standard Number 595-color 33538, and meet the following, packages. Submit a certified test report to the Engineer indicating that the materials meet all
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retroreflectivity requirements and testing. Please review and transmit your comments, if any, within, will take random samples of the materials in accordance with the Department’s Sampling, Testing, of the existing line is visible. Conduct field tests in accordance with FM 5-541 and ASTM E2177 (Bucket Method).Take test readings representative of the striping performance. Remove and replace traffic, and reflective elements packages. Submit a certified test report to the Engineer indicating
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and testing requirements are met and enforcing the requirement that all samples and test are taken randomly, to develop and submit a test plan for field acceptance testing (FAT) to the Engineer, is required to perform local field operational tests at device server field sites according to the test, the CEI enforced the requirement that all required density test results are documented on current forms, density tests results are evaluated for materials acceptance? Are the appropriate materials used
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and the following substituted: 555-3.1.1 Product Testing: When there is any indication that the installed product, . The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless otherwise approved by the Engineer. Furnish a copy ofSubmit, in accordance with 4-1, the test results to the Engineer for review and approval. The Engineer, 10-16-15) SUBARTICLE 555-3.1.1 is deleted and the following substituted: 555-3.1.1 Product Testing
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testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory, than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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the requirements of Section 347. Assume responsibility for performance of all testing required by Section 346, of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer that the results have met, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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the requirements of Section 347. Assume responsibility for performance of all testing required by Section 346, of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer that the results have met, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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suitable for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair
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is deleted and the following substituted: 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, submit certified copies of all test results shall be submitted to the Engineer prior to use
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Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification. 105-8.11. 12.4.2: Batch Plant Operator: Ensure the concrete
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