9037 search results for test
6490500-122impl
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 C31 and ASTM C39. Before, and debris. Mix grout to a fluid state in accordance with the manufacturer’s recommendations. Test
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to the environmental testing procedures described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, and 2.2.9., to the environmental testing procedures described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, , and shock tests described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, and 2.2.9. All electronic, operates properly during and after being subjected to the environmental testing procedures described, and after being subjected to the environmental testing procedures described in NEMA TS 4-2016, Section
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Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, of the inspection and testing programs for the manufacture, storage, and transportation, Specifications, and Part II Tests, Washington, D.C Florida Department of Transportation Specifications, Field Sampling and Testing Manual, Florida Department of Transportation Topic No.: 675-000-000, and activities pertain to the inspections, measurements, and necessary tests to substantiate materials
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continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test, tests on all locate wires. and Pprovide the Engineer with all test results. Replace or repair defective, Standards. 630-2 Materials. 630-2.1 Conduit: Use materials that have been tested and listed by a Nationally Recognized Testing Laboratory as defined in the National Electrical Code (NEC, and connect the WGU to ground per the manufacturer’s instructions. Test the locate wire system
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Materials. 630-2.1 Conduit: Use materials that have been tested and listed by a Nationally Recognized Testing Laboratory as defined in the National Electrical Code (NEC) for the specific use, 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 defective locate wire, instructions. Test the locate wire system after installation to ensure that it functions and can
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on Certified Mill Analysis for every heat, size and grade per shipment plus testing of physical, be based on test samples taken randomly by the Department and manufacturer’s certified mill analysis certifying that the of test results meeting the specification limits of the ASTM or AASHTO, takenselect test samples and certification of test valuescertified mill analysis, representing each, shipments of 80 tons or less. Randomly taken test sSamples shall be cut from bundled steel
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938-4.2.2 is deleted and the following substituted: 938-4.2.2 Laboratory Testing: The grout shall meet, and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-90°F, to produce the time of efflux shown in Table 938-1. Table 938-1 Property Test Value Test Method, Report maximum and minimum obtained test value lb/ft 3 ASTM C138 Wet Density - Field Report maximum and minimum obtained test value lb/ft 3 ASTM C138 or ASTM D4380 Compressive Strength 28 day
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of the coating on the coupon is deficient, test the coating on the bearing. If the required bond strength is achieved, repair the coating on the bearing. 461-6 Testing and Certification. Test, the surfaces and apply the coating to the bearing. Test the coating bond strength on the coupon, in the Plans for each type of bearing. Conduct the long-term deterioration test and the long-term proof load test on full size bearings on a per LOT basis. 461-7 Installation. Storemultirotational
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) need to be updated for changes to the specifications, test methods, procedures and forms, for Maximum Specific Gravity (G mm ): In order to reduce time necessary to perform FM – T209 testing, the 3 cores/day requirement for informational purposes on non-density testing areas and use, -density testing areas be “peaked” with either a nuclear or non-nuclear density device, of tack being tested to reduce tracking? (Industry) The need for tack that “sticks” but does
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product prior to final acceptance. 782-1.4 Testing: 782-1.4.1 General: Subject the equipment covered by these specifications to a field acceptance tests (FATs). Develop and submit a test plan, to witness all tests. 782-1.4.2 Field Test Requirements: Perform local field operational tests at CCTV, in the video display system test the testing of each color video monitor type, each secondary display, has successfully completed environmental testing as defined in the environmental requirements section
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device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6, basis. For fluidity tests done on a per batch basis, perform test after new batch has been transferred, for testing fluidity. (c)Perform fluidity test for each tendon to be grouted without modifying, device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy, , perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, perform test
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. Materialsforpavement joints shall be tested according to ASTM D 5329. Manufacturers or distributors seeking, of their products in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements, test samples in a group of three representing a given sample of sealant shall meet this requirement, perpendicular to the side of the sealant showing the defect. At least two test samples in a group of three
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quirements: Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump, Type Test Method TypeA TypeB TypeC TypeD stress (maximum) at 150% elongation Elongation, to concrete and asphalt briquets) 9320103 All Jobs Silicone Sealant Type Test Method TypeA TypeB, , briquettes shall be tested in accordance with AASHTO T132
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testing and material sampling activities. Make copies of the completed forms available, . Ensure that the QC test data is entered into the Department’s database on a daily basis
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). Usecrashcushions listed on the QPL. Manufacturers seeking approval must submit and meet all crash testing, request submitted to and received by FHWA after January 1, 2011 shall meet all crash test
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the testing frequency and maximum lift thickness requirements of Section 120. Record density test
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the state test preformed thermoplastic in a field application for approval to the APL Listing, testing continue for proper evaluation of the product and approval. Response: ******************************************************************************
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Datamine has current independent test data for all of their approved fabrics by manufacturer readily, : 985-2.2 (Materials) states the testing and physical requirements. In 985-3.1 (Product Acceptance
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seeking evaluation must submit certified test reports showing that their product meets all test, details 2. Installation manuals 3. Crash testing reports 4. All relevant FHWA Eligibility Letters, . Transition details e. List of all components 2. Installation manuals 3. Crash testing reports 4, submit certified test reports showing that their product meets all test requirements set forth, details 2. Installation manuals 3. Crash testing reports 4. All relevant FHWA Eligibility Letters
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346 PORTLAND CEMENT CONCRETE (REV 10-30-17) (FA 1-1-18) (7-18) SUBARTICLE 346-9.2 is deleted and the following substituted: 346-9.2 Sampling Frequency: As a minimum, sample and test concrete of each design mix for water to cementitious materials ratio, air content, temperature, slump and compressive strength once per LOT as defined by Table 8. When a mix design is used for a different, perform Independent Verification testing to verify compliance with specification requirements. All QC
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