9199 search results for test
5480203.comm
of the second sentence in the second paragraph is an incomplete thought 'or by testing temperature match
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9160000 BITUMINOUS MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Atharali Shaikh 727-919-9565 ashaikh@ajaxpaving.com Comment: (11-27-13) If the Superpave PG asphalt binder PG 76-22 fails one or more of sample testing, what happens to the asphalt mix that was installed on FDOT project? Is there a penalty or method that FDOT plans to implement on project or Contractor even though it was the supplier not Contractor responsible for binder? Response: ******************************************************************************
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of that allowed by Specification, the Engineer may require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall be pulled by hand and be approved by the Engineer prior to use. If use of a mandrel is selected as the means of further testing, the mandrel, , at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. The Engineer may waive this requirement for side
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testing of the pipe as a result of the inspection using a mandrel. If so directed by the Engineer, test pipe 36 inches [900 mm] and less in diameter using a mandrel. The mandrel shall be pulled, is selected as the means of further testing, the mandrel ' s diameter, length, and other requirements, for the type of pipe installed, at no cost to the Department. Should the deflection test prove that the pipe met Specifications, the Department will bear the cost of the deflection testing
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test, to use. If use of a mandrel is selected as the means of further testing, the mandrel’s diameter, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains and cross, of the pipe being tested. The mandrel shall be fabricated of metal, fitted with pulling rings
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test, to use. If use of a mandrel is selected as the means of further testing, the mandrel’s diameter, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains and cross, of the pipe being tested. The mandrel shall be fabricated of metal, fitted with pulling rings
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, the Engineer may require further testing of the pipe. If directed by the Engineer, test pipe using, of a mandrel is selected as the means of further testing, the mandrel’s diameter, length, and other, the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. The Engineer may waive this requirement for side drains and cross drains which, percent deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall
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Description. 460-1.1General:Prepare,fabricate,assemble, erect, and perform all nondestructive testing, Material Testing and Certifications ....................Section 962 Galvanizing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests, . 5.FabricationProcedures,especiallyshopassembly,weldingand painting. 6.Sampling and Testing Procedures
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Description. 460-1.1General:Prepare,fabricate,assemble, erect, and perform all nondestructive testing, Material Testing and Certifications ....................Section 962 Galvanizing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests, . 5.FabricationProcedures,especiallyshopassembly,weldingand painting. 6.Sampling and Testing Procedures
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for testing each product in accordance with ASTM C 497 [ASTM C 497M] and performs all tests, will not be required to be reinforced, and will not be tested for strength of the finished pipe, of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method. 449-6 Requirements, . Perform hydrostatic tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M
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for testing each product in accordance with ASTM C 497 [ASTM C 497M] and performs all tests, will not be required to be reinforced, and will not be tested for strength of the finished pipe, of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method. 449-6 Requirements, . Perform hydrostatic tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M
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e q u i p ment covered by these specifications s) and field acceptance tests (FATs). Develop and submit a test p design approval tests (DAT for DATs and FATs to the Engineer for review and approval, of the equipment’s installation. At minimum, include in the video display system test the testing, certification by an independent testing e and carry a NEMA 4X/IP-67 rating. Ifanonpressurizeddome, environmental testing as defined in the environmental requirements section of the NEMA TS 2 standard
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with Section 6, and include certified test reports from an independent test laboratory certifying the ACB, on-site anchor strength testing to verify the required pull out resistance is achieved. Anchor strength testing must be performed on the first two and final two installed anchors, and randomly throughout the installation operation such that 5% of all installed anchors are tested for pullout resistance. If any anchor fails to meet the pullout resistance requirement, test every subsequent
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concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM, has achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders, in accordance with the manufacturer’s recommendations. Test the grout fluidity using ASTM C939 Flow
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standards, as applicable, and are tested according to the Telcordia/Bellcore GR-326-CORE standard. When tested according to the TIA and EIA’s Fiber Optic Test Procedure (FOTP)-171 (TIA/EIA-455- 171B, . Test the connectors as detailed in FOTP-107 (TIA -455-107A) to reflectance values of less than, on all test results or fiber related documents submitted to the Engineer. Install cable tags within, , and are tested according to the Telcordia/Bellcore GR-326-CORE standard. When tested according
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with the epartment’s Sampling, Testing and Reporting Guide schedule. arkin, with Florida Method FM 5-541. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative
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TheEngineer will take random samples of all material in accordance with the Department’s Sampling, Testing, . TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping performance
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Comments: (7-12-10) The testing requirements for 990-9-9.1.1 Removable Polymer Striping tape need to have, a requirement of 250 psi minimum, but specifies no actual test method to use. Hardness has a requirement of Shore A Durometer 55-85, but specifies no actual test method to use. Response: Agree. These test requirements are not needed as these are temporary raised rumble strips used for flagging
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have you discussed these changes? Manufactures and testing laboratories. What other offices, : The material shall meet the following criteria: Property Test Method Minimum Maximum Density ASTM, Requirements: The material shall meet the following criteria: Property Test Method Minimum Maximum Density, Physical Requirements: The material shall meet the following criteria: 9710303 All Jobs Property Test
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was reduced based on dynamic testing results of two test piles in a large pile group. After the change, it, Documents, install strain gauges in the test shaft to measure the distribution of the load.” Suggest, in the Plans if the dynamic load test is used to determine the actual soil resistance through
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