9191 search results for test
SS9620000
- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test, to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds to determine that the required, with plain bolts if the finish coat of paint is applied after installation and testing of the DTI device, a test report on the zinc coating thickness. 4.Foranchorrodsfabricatedfrom material having a yield
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to the pile for dynamic load testing. Monitor the stresses in the piles with the dynamic test, equipment is subject to satisfactory field performance during and without dynamic testing. Use, approved otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements exceed the maximum allowed pile stress determined by 455-5.12.2. When driving a pile without dynamic testing
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to the pile for dynamic load testing. Monitor the stresses in the piles with the dynamic test equipment, equipment is subject to satisfactory field performance during and without dynamic testing. Use a variable, approved otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements exceed the maximum allowed pile stress determined by 455-5.12.2. When driving a pile without dynamic testing, Rreplace
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testing may be required for the modification evaluation. Any marked variations from original test, ). If an FM does not exist for a particular test, perform the testing in accordance with the method, of these Specifications. The Engineer may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification, to the Department. 6-1.2.1 Pretest by Manufacturers: Submit certified manufacturer’s test results
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specific areas of concern for fabrication, inspection and testing. 8. Handling of Material Test Reports, nondestructive testing for structural steel or miscellaneous metal structures, or portions thereof, Material Testing and Certifications ....................Section 962 Galvanizing, the methods used, frequency of inspections or tests, and personnel responsible as appropriate. Include forms, of high strength bolts and rotational capacity (RC) tests; and Direct Tension Indicator (DTI
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of NEMA WC 70. All conductors shall be tested and listed by a Nationally Recognized Testing Laboratory, current shall not exceed 0.5 mA. 3.Flame Retardant Test: Flammability tests shall be conducted, tested by applying a test current of 1,000 amperes, 60 HZ for a minimum of 3 cycles (50 ms, locations by an OSHA recognized “Nationally Recognized Testing Laboratory” (NRTL), minimum Correlated Color, of the molded rubber shall be 65 durometer. 992-2.8.2 Testing and Performance Criteria: The system
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methods. Response: Test methods for applicable tests that are tested by the producer have been added, be capable of performing the required ASTM test methods for laboratories testing concrete and concrete, 9.2.9.3.1: The producer should provide an ASTM Standard test method for Automated Slump Monitoring System or correlation data shall be provided to relate the standard slump test with this automated slump monitoring system. Response: Change not made. There is currently no standard test method
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the various components. Submit the results of the compression testing of one or more test cylinders, approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4520607.impl.pdf?sfvrsn=761599ed_0GL-10D Post Tensioning (17-18)_Final
materials must be sampled and tested, others must be certified, and some require LOT number identification at all times. [Spec. 462-6] 16. These tests may be required: Tendon Modulus of Elasticity Test (if required by Plans or Engineer), In Place Wobble or Friction Test (required for tendons longer, induced bleed tests must be performed. Grouts that are more than 6 months old must be retested, . When required by the Engineer, the duct system must be pressure tested just prior to placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-10d-post-tensioning-(17-18)_final.pdf?sfvrsn=3cd54172_0Section111-102714
party for selecting and testing qualification plates, authentication or test reports, Fabrication Inspection and Testing of Structural Metal Products11-1-1 Topic No.: 675-000-000, , 2014 CHAPTER 11.1 FABRICATION INSPECTION AND TESTING OF STRUCTURAL METAL PRODUCTS 11.1.1, Association (CSA) W178.2, Certification of Welding Inspectors Fabrication Inspection and Testing, Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing
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, and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5, in 400-17.1, 400-17.2, and 400-17.3, test cylinders may be prepared and tested by the Contractor, of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete, ). When using the percent of required strength, cast test cylinders for each mix for compressive
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in ASTM D4956. Evaluation of test samples shall be field tested in accordance with FM 5-571, . Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, with their approved usage. Samples shall be taken in accordance with the Department’s Sampling, Testing, i n g s h a l l b e t e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method, . The diffused color of the retroreflective sheeting, through instrumental color testing, shall conform
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submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test, to the Structures Design Office containing the test reports and revised system drawings. Before
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Method Testing: Use a maturity curve to estimate the strength of the concrete for opening, , in a laboratory with personnel qualified to perform the method. Compressive strength tests, as specified, Method Testing: Use a maturity curve to estimate the strength of the concrete for opening to traffic, with personnel qualified to perform the method. Compressive strength tests, as specified in FM
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to mention that "do not test cement". Instead mention that "Provide cement from an approved source, ." The proposed language is in conflict with each other. It mentions that it should not be tested, the sentence "The Contractor need not test the cement or sand between the sacks in accordance with Section, the table’s clarity. 5- Subarticle 530- 2.2.3: Absorption test method has to be described. Reference for drop test (EM 1110-2-2302) should be described. Is this FM or EM? Response: Add “(FM 1-T 85
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. (Chester agreed to remove this from the specification years ago. We had similar test results, elongation test results were accepted and approved. Special attention should be given to the tensile test results for explanation of elongation results (just as in 2008). Please do not remove our, the test from the specification as originally planned in 2008-2009. I am sure that with all, when tested according to ASTM E303. Bike lane symbols and pedestrian crosswalks shall provide
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information may be used. Also submit, three compressive strength test results tested in accordance, be used. Also submit three compressive strength test results tested in accordance with ASTM C 39 demonstrating the mix meets the minimum 28 day compressive strength requirement. The test results must, requirement of 2,500 psi. Theis test results data must be within the last twelve months period from
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sealer. The field test requirements are being deleted because the laboratory testing is sufficient, of a proposed specification change. This change was proposed by Karen Byram to delete the field test, . Materials for pavement joints shall be tested according to ASTM D-5329. Manufacturers, the performance of their products in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1, showing the defect. At least two test samples in a group of three representing a given sample
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producers. NTPEP Test Results Product meets requirements of this Section Product Label Photo Displays, . 985-2.2 Material ApplicationPhysical Requirements: Each geosynthetic material shall be tested, application type. All testing and reported values, except apparent opening size (AOS), are to be minimum, *as per AASHTO T 88. Table 985-2 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per ASTM D4491
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ASTM test procedures applicable to plastic products along with the relevant test results that reflect actual plastic product testing. Please review and transmit your comments, if any, within four, in accordance with Section 6 and include independently certified test reports that the material meets, strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing rods are not permitted
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