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D9930000.do
being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure, 16[1.5] 10[0.93] 993-1.3.3 Optical Testing Procedure: The reflex reflector to be tested shall, to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest:Thefollowingtestwillbeusedtodetermine if a reflector, the samples for water intake. Failure of more than two of the 50 samples tested shall be cause
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and the particular molding compound to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest, of the 50 samples tested shall be cause for tentative rejection of the LOT. Intheeventofsuchtentativefailureofmore than two of the 50 samples tested, a re-sample of the 100 reflector shall be checked-tested, . (b)CorrosionTest:Thereflectorassembly shall withstand the combined corrosion test set forth in ASTM
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for dynamic load tests on test piles. Forstructureswith100%dynamic testing, the cost of dynamic, for static load tests, the Engineer will consider all required static load testing Unforeseeable, : 455-5.11.7 Structures Without Test Piles: For structures without test piles or 100% dynamic testing, for dynamic load testing. Makeeachpile to be dynamically tested with externally attached, tests. Include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2
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concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles, load test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, to each test pile/shaft site during the installation of the instrumentation, during the load testing, or testing lab, required to read the dial gauges, take level measurements, and conduct the load test, except
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absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Water weight gain 85 percent reduction minimum Absorbed chloride 87, minimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling, at 24 hours and 30 at 7 days. Coordinate with the Engineer to conduct a preliminary on-site skid test, by grinding or other approved method if satisfactory friction values are not achieved. Friction tests
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determined by the concrete producer for each mix design to be tested. Record and certify test results, Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following, by the Volumetric Method* ASTM C173 Making and Curing Test Specimens in the Field** ASTM C31 Compressive Strength of Cylindrical Concrete Specimens*** ASTM C39 Obtaining and Testing Drilled Core and Sawed, Penetration Test ASTM C16712 Aggregate Distribution of Hardened Self-Consolidating Concrete FM 5-617
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with cubes tests or in the plans cylinder test should be included in lieu of cube tests. 2, 4554200 – MIXING, PUMPING AND TESTING CEMENT GROUT COMMENTS FROM INDUSTRY REVIEW, verification testing similar to concrete section 346. There have been many problems with this specification where it indicates contractor sampling and department testing. Contractor sampling and testing under an approved QCP would improve the end product and verification testing resolve acceptance
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stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, for the development and implementation of the inspection and testing programs for the manufacture, storage, , and necessary tests to substantiate materials and Structures in conformity with the Specifications, quality control personnel to perform specified tests and maintain an acceptable quality control, technician(s)/Inspector(s) to maintain adequate inspection and testing during the production
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construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
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construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
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), Manual MNL 116 American Society for Testing and Materials (ASTM) Standard Test Methods, design unless the load passes the slump flow test. 8. Perform SCC tests at the point of placement, designs, and inspection and testing of production concrete. Obtain SCC from a concrete plant, Construction Florida Department of Transportation Florida Sampling and Testing Methods (FSTM) American, II Tests SCOPE This procedure establishes guidelines for Plants that utilize SCC
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not buy extra pads. We only purchase the amount for the structure plus two per lot for testing, likely the CEI) submits the pads he must have an account with the independent testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing. If the Contractor submits the pads (like we currently do) he pays for the shipping directly and pays for the testing upon
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for the testing upon receipt of the test results and the invoice. Response: Propose to remove, per lot for testing requirements. The revision to the second to last sentence creates a problem, testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing, Comments: (11-13-18) The URL for obtaining information for a lab to perform the testing
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938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID Property, certified test reports from an independent AASHTO R-18 or ISO 9001 approved laboratory showing, of materials or material sources requires new testing and certification of the conformance of the grout, for particular tests. 938-4.2 Grout Physical Properties: 938-4.2.1 Gas Generation: The grout, . 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties
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440.3R, B.10 – Test method for performance of anchorages of FRP bars. 933-4.2 For Steel Parallel, 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, submit certified test results to the Engineer prior to use. 933-5.2 Strands, that the test results meet the specification limits of ASTM, AASHTO, or FDOT as specifically designated
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the test results to the Engineer for review and approval prior to installation. Table 5-2 Testing, Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method, 90% 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, submit
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stockpiles for sampling and testing. f. Method for sampling and reporting test results. 3. The Engineer, and testing. Materials will be accepted if test results meet the requirements of this Section. 8, and no individual LBR test is less than 120, the sampling and testing frequency may be reduced to a minimum, to reducing testing frequency. If any quality control LBR test result falls below 120, and test a minimum of three samples from the preliminary stockpile. Once the stockpile has been
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testing. When tests performed in accordance with ASTM C33 X1.3 on coarse and fine aggregate indicate, of quality control or verification test results. Discontinuance of approval may be based on testing, ), may be used with the following. When high alkali cement is used in concrete, the test results, . The strength and durability tests of concrete shall be performed in accordance with ASTM C39, ASTM C157, FM, , the cement heat of hydration shall be 80 cal/g or less at 7 days when tested in accordance with ASTM C186
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shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, : Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT, shall be tested. SUBARTICLE 460-6.4.3 is expanded by the following: 460-6.4.3 Overhead Sign, testing (UT) or radiographic testing (RT) on all full penetration groove welds. Prior to galvanizing, perform Magnetic Particle Testing (MT) at the following frequencies: One hundred percent of all
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Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, test data which represents the designated area. Do not begin static load testing of drilled shafts, test equipment supplied by the Department within 30 days after completing the load tests, or no later than 30 days before beginning test pile installation of the proposed testing schedule, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
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