9204 search results for test
D3360000
tanks with a sampling device. 336-5 Testing and Certification Requirements. 336-5.1 Blending, quantity in pounds (kilograms), and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, . 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548
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device. 336-5 Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor, quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement of Table 336-1, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, satisfaction. 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3360000.impl.pdf?sfvrsn=4ddddbd8_05440000.FHWA
of all components 2. Installation manuals 3. Crash testing reports demonstrating that the system, relevant FHWA Eligibility Letters approval must submit and meet all crash testing requirements, submitted to and received by FHWA after January 1, 2011 must meet the crash test requirements of MASH-09, of all components 2. Installation manuals 3. Crash testing reports demonstrating that the system, , 2011 must meet the crash test requirements of MASH. 544-3 Installation. Handle and install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5440000.fhwa.pdf?sfvrsn=8bc3b368_0SS3360000
device. 336-5 Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor, quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement of Table 336-1, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, satisfaction. 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3360000ceed4217c65e4e8b9281136b000f08b3.pdf?sfvrsn=fa57c536_04620100-723comm
harder to pass the test. The most commonly used pressure gauges are analog and testing for loss, to continue to evaluate and test some additional methods, with simplicity in mind, to ensure a dry duct, moisture into the system if the “Oil-free dry compressed” air used for testing is not monitored, longitudinal tendons (e.g. cantilever tendon) do not have the complete assembly. Testing
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equal to 55 (plus or minus 5) by ASTM D2240. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according to the manufacturer’s stated precompression values for the system, and configuration as those used in the prequalification test. Components manufactured from polyurethane, full-size specimens have been subjected to full life-cycle fatigue testing. Except for sliding
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material indicating compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose, compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required as part, with respect to surface tolerance in accordance with 334-5.1.8. No density testing will be required, design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: In 3370000.D043 – Mixture
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or minus 5) by ASTM D2240. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing, as those used in the prequalification test. Components manufactured from polyurethane compounds, 458-2 Silicone Gland Seal Requirements Property Test Method Range Durometer (Shore A) ASTM D2240 55, -size specimens have been subjected to full life- cycle fatigue testing. Obtain all joint system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4580100ind.pdf?sfvrsn=449ee3a7_126C-005 Department Section 129(a)(3) Financial Review FY 2024-25
the Department’s use of toll revenues for the 10 toll facilities tested complied in all material respects, of Transportation Audit Report No. 26C-005 ● Page 6 of 11 As part of our testing, we determined 74, tested the supporting documentation of 54 statistically sampled transactions between $500, Memorandum of Understandings with Federal Highway Administration; and examining and testing
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and by averaging the test results for three randomly selected, representative samples from each stratum, of the reinforced fill volume if an individual test value exceeds 3.0%. Usebackfill with a maximum, test results and a certificate of compliance certifying that the fill material meets the above, a Department-approved testing laboratory for all testing. Submit an alternate design, prepared
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with the Department’s Sampling, Testing a 709-2.2 Glass Spheres: Use only glass spheres listed, , Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable of applying the Two, opportunity to test the markings will res he ppear on the materials and glass spheres packages. gs, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markin the Contractor’s certification. ult in non-payment. The test readings should be representative
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with the Department’s Sampling, Testing a 709-2.2 Glass Spheres: Use only glass spheres listed, , Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable of applying the Two, opportunity to test the markings will res he ppear on the materials and glass spheres packages. gs, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markin the Contractor’s certification. ult in non-payment. The test readings should be representative
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aggressive superstructure environments. Information source: M a terials Office, Structures Lab Testing, ) of no less than 215 psi from a test set of 5 beams in accordance with ASTM C 1399 Test Method for Determining Average Residual Strength of Fiber Reinforced Concrete. Perform the ARS test at the time the mix design is developed and submit samples to the State Materials Office for testing. ***Use
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testing of the concrete used for the blocks? If so it says moist cure blocks for seven days. I am assuming at that point the Contractor can use them. We won't have results from PSI test to ensure, : Comments: Mortar Blocks 415-5.2 Will this require testing of the concrete used for the blocks, them. We won't have results from PSI test to ensure the blocks strength is equal to or greater than, because you will now have to test the concrete that is used. Jerry Florida Department
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with the Department’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass, and the Department’s Sampling, Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable, 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
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by Karen Byram of the State Product Evaluation Office to replace FM 5-566 with NTPEP testing. Please, with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all RPMs in accordance with FM 5-566.shall submit performance test reports from the National Transportation Product Evaluation Program (NTPEP) showing, shall be determined in accordance with the test methods listed in ASTM D4280. 970-5 Product
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or exceed the physical properties stated in Table 1 as determined by the specified test methods. Table 1 - Physical Properties of Repair Materials for Horizontal Surfaces Requirement Test Method, 3 FM 5-516 0.40 * as applicable ** Make and cure the test specimens in accordance with ASTM, for 28 day curing period. *** Testing for flow/slump will be completed in 5 plus or minus 1/2 minutes, : 930-4.4.1 Flow/Slump: Testing for flow/slump will be completed in 15 minutes, plus or minus 1/2
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independent testing showing the product meets the requirements of this section and 990. The Department will test all raised pavement markers in accordance with FM 5-566. 970-1.1 Composition, strength, resistance to cracking, and thermal cycling, as modified herein. Test method FM 5-566, and include independent testing showing the product meets the requirements of this section and 990. The Department will test all raised pavement markers in accordance with FM 5-566. Themarker
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test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders. The shipping strength test is the average compressive strength of two test cylinders. Do not ship products until accepted
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as follows: For concrete piles and test piles, where the build-up is 5 feet or less in length, the head, the testing protocal. It is crucial to have 7 day breaks so that contractor and supplier can verify, of samples and frequency of testing are well below industry standard and may be a huge problem, test falls more than 500 psi below the specified minimum strength, whichever is less deviation from, 3, and revise this sentence to: Test the cylinders at 28 days, in accordance with ASTM C39
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