8978 search results for test
9430000.FHWA
called for in the Plans or Specifications. Ensure that Test the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D3212 with the exceptions, for the testing and approval of gaskets, and for formatting. Please review and transmit your comments, in internal diameter using the parallel plate testing methodology of ASTM D2412. Load the deflected, the hugger band or associated hardware. Testing of pipe joints shall be done at the manufacturing plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9430000.fhwa.pdf?sfvrsn=60399fc1_09450000.origind
by the Engineer. Test gaskets in accordance with ASTM D3212. Testing of gaskets shall be witnessed, . 945-2.3 Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, to clarify selecting and obtaining a pipe producer. The processes for joint and gasket testing, by Chase Knight of the Department’s State Materials Office (SMO) to add the method for the testing, . Test the pipe joints hydrostatically at the specified pressure using test methods in ASTM D3212
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9450000.origind.pdf?sfvrsn=de15e99b_04550103.impl
a professional testing laboratory, or Specialty Engineer with prior load test experience, five working days after driving all the test piles, completing all load tests, completing all, within five working days after driving all the test piles, completing all load tests, completing all, ,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory, protected areas. 16.Proposedschedulefor test shaft installation, load tests and production shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103.impl.pdf?sfvrsn=5d3e7a7a_09160201.origind
be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, asphalt binders shall meet the following additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC, the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall be 67ºC. 3. All PG, processed through a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9160201.origind.pdf?sfvrsn=ec48f42f_09320000-723impl
the following minimum testing requirements: Table 932-4 Test Property Description Test Method Type V1, will be selected by the Engineer, one for testing and one for verification in the event of a failing test, testing of one of its straight portions, test specimens produced at the same time during the same, to the material. Materials for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1, to the side of the sealant showing the defect. At least two test samples in a group of three representing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9320000-723impl.pdf?sfvrsn=1c964522_29940201FHWA
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9940201fhwa.pdf?sfvrsn=e3726ad_15600204.impl
:UseasolublesaltstestkitinaccordancewithSSPC- Guide15utilizingaClass A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing, the water-soluble contaminant and oil content tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet requirements, notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5600204.impl.pdf?sfvrsn=b68179b6_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp1610000.pdf?sfvrsn=4e7755ac_01610000.impl
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1610000.impl.pdf?sfvrsn=7da052c0_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1610000.pdf?sfvrsn=9cf54e73_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp1610000.pdf?sfvrsn=42802cdb_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp1610000.pdf?sfvrsn=c95424d3_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp1610000.pdf?sfvrsn=3d93ffec_0SP1610000
material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer, for verification tests. Makeaseparate determination of the spread rate for each source, material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4 Trial Section, . The Engineer will collect two samples of the mixed subgrade for LBR testing. If the LBR does not meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp1610000.pdf?sfvrsn=359a9eda_0LAP3340000-122comm
12: 334- 67.4 Process Control Testing by the Contractor and Acceptance Testing by the Engineer: On Asphalt Work Category 3, perform process control testing as described in 334-6.3.1. In addition, . The Engineer will sample and test the material as described in 334-6.3.1. The Engineer will randomly, test results meet the criteria in Table 334-46. Material failing to meet these acceptance criteria, , delineation testing to determine the limits of the questionable material, removal and replacement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/comments-responses/lap3340000-122comm.pdf?sfvrsn=bc3a5c27_29160101.FHWA
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9160101.fhwa.pdf?sfvrsn=f72f1081_09320101.origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9380000-origind.pdf?sfvrsn=c887d49e_24. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2025/seg-3/4-effect-of-spacing-on-acps---l-arboleda.pdf?sfvrsn=bfe7895c_12000702SL.FHWA
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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