9190 search results for test
4. Effect of Spacing on ACPs - L. Arboleda
-deformation behaviors in ACP via FEM and physical model testing. • Influence of proximity of ACPs, to deactivate end bearing. • Conducted single-pile, 2x2, and 3x3 tests at 2�� – 4�� spacings. 3. Numerical modeling framework • Developed 3-D FEM calibrated with laboratory and field tests. • Explored, REMARKS ON EBC TESTS 14 •Tight spacing causes lower group efficiency: 2D groups settle more than 4D groups. • Modulus verified: Ta n g e nt method E values matched grout cylinder tests. •EBC resistance
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specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, point FM 5-519 shall be a minimum of 260ºF for all grades. 4.Theintermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades, Rheometer test AASHTO T 315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation
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of Verification testing for Streamline Contracts. Please review and transmit your comments, if any, ) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing, and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name QualityControl, ThreeperLOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name
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by the Engineer, one for testing and one for confirmation in the event of a failing test result. LOTs, , a primer shall be used. The manufacturer s h all p e r form quality control tests on each LOT, substituted: 932-1.5.3 Certification: The manufacturer shall provide submit a certified test report, additional complete bridge bearing pads to replace those selected for testing. Bridge bearing pads shall, bearing pads shall be tested by an independent laboratory approved by the Department. 9320101 All
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submit an application in accordance with Section 6 and include certified test reports from, . Any change of materials or material sources requires new testing and certification, with a total time from manufacture to usage in excess of six months shall be tested and certified, dioxide or oxygen gas. 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test
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of required QC tests and statistical evaluation of quality control test results. Ralph D e l eon
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7020402 WET WEATHER PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: No, the specification addresses the resolution. No changes made, to several test deck failures, this product is not capable of meeting the requirements spelled out
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ORIGINATION FORM THE INFORMATION BELOW IS TO BE PROVIDED BY THE ORIGINATOR ModifySpecification_______283_________. Section/File number NewSection ___________________. Section number Subject: Reclaimed Asphalt Pavement Base – Compacting and Finishing Base -Density Tests Origination date: December 6, 2006 Originator: Tom M a l e r k O f fice/Phone: StateMaterialsOffice/352-955-6620, , State Materials Office (352) 955-6316 Background data: Themodifications reduce test requirements
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to standardize ITS test plans. This language would allow CEI’s to again start providing additional, above should be removed from all references to FDOT forms that are for ITS standalone tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6110402-723resp.pdf?sfvrsn=8b1b0a08_26110402-723comm
to standardize ITS test plans. This language would allow CEI’s to again start providing additional, above should be removed from all references to FDOT forms that are for ITS standalone tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6110402-723comm.pdf?sfvrsn=c6b1c597_19940201FHWA
product data sheets, performance test reports from an independent laboratory showing the sign sheeting, inks and overlay materials shall be tested in accordance with, and meet all the performance, included in the APL application shall be tested and meet the requirements identified in ASTM D4956, will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. 9940201 Panels for testing sheeting shall be prepared in accordance with 994-3 for testing
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of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, and of the work performed by the Contractor. Laboratory. The official testing laboratory used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook.pdf?sfvrsn=5b53a99b_42011_Comparison of Resilient Modulus Values Used in Pavement Design
tests conducted on 14 cores taken from three of the field sections tested. Using data from DSR, recommends using nondestructive test (NDT) methods such as the falling weight deflectometer (FWD, models in the new guide were calibrated using resilient modulus data from laboratory tests, there is a need to convert the resilient modulus obtained from NDT tests to equivalent laboratory values, and laboratory test plans to collect additional data to fill gaps in the available information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2011_comparison-of-resilient-modulus-values-used-in-pavement-design.pdf?sfvrsn=6eceaec2_1Final Report Pit Proctor Utilization
acceptance shall be based on laboratory proctor testing.” • NORTH CAROLINA “Materials and Tests of NCDOT, compaction testing used in other DOTs Most state highway agencies use the proctor tests to determine, testing with the Harvard. The Washington DOT (WSDOT) uses a WSDOT test method 606, which is a lab, for granular materials or the proctor test for materials with 12 significant fines. The tests are run, as Quality Control tests and from the FDOT as Quality Assurance tests. Testing frequency varied from 1
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tested in accordance with the ASTM E-274, Skid Resistance of Paved Surfaces using a standard ribbed, Performance Requirements: QPL approval will be contingent on a field service test demonstrating, frictional properties using the British Pendulum Tester, or an FN40R value of 35 in accordance with ASTM, . The test installation shall be a minimum six feet wide and extend from pavement edge to pavement edge across all traffic lanes and shoulder pavement at the crosswalk location. The test installation
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on Department projects. Admixtures included on this list, will be permitted without further testing, that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing
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testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing
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this. Response: 2. The Spec requires that the testing of pipe joints and gaskets to be done in the presence of the Engineer. a. Are these tests done at the job site or the fabrication facility? Response: b, special testing requirement. We agree with the revision except that the same requirement should
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tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, the following tests before any connections are made: a.Perform a continuity test on the detector cables, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify that vibration, is the maximum number of lanes in the roadway segment under test. Substitute other periods as ecessary, ,theVVDSand AVDS can be mounted on existing poles or sign eel at the test plans emonstrate each
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tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer for consideration, device has successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, in the roadway segment under test. Substitute other periods as necessary to determine the accuracy, on existing poles or sign eel at the test plans emonstrate each and every fu tallation, conduct DATs n, test equipment. tion procedures. t a miimum f the support equipment to onfigure
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