8976 search results for test
GL-8B Concrete Materials (16-17)
. Water must not be added at the jobsite prior to slump testing. Water may be added after slump testing if the test is within the tolerance slump range, provided the water doesnotexceed the water, ,performinitialplasticproperties testsonthenextbatch.[346-8] MIXING AND DELIVERY OF CONCRETE 5, tests are in progress. [Spec. 346-7, 346-8] 13. Concrete should be discharged before a maximum of 300, ] SAMPLING AND TESTING 15. Samplesmustbetakenatthepointoffinalplacement:endofbuckets,conveyorbelts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-8b-concrete-materials-(16-17).pdf?sfvrsn=4e4b2948_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4460300.pdf?sfvrsn=ffd39c7a_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss4460300.pdf?sfvrsn=a13be9c2_04460300.impl
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.impl.pdf?sfvrsn=698b99eb_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4460300.pdf?sfvrsn=54fa8660_0SS4460300
Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. (2)Testdatafrom, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4460300.pdf?sfvrsn=218c7d13_04160000.impl
or dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, at least one anchor or dowel per LOT. For every failed field test, perform two additional field tests, test failures occur, or all anchors or dowels within the LOT are tested. For the next LOT after, requirements and limitations due to anchor position. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing agency to perform field testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160000.impl.pdf?sfvrsn=5d6dbbc0_05230000.impl
. 4.Forproductsproposedforuseinvehiculartrafficareas,testdata verifyingthe material meets the requirements of this Section including verification, been tested in accordance with either: a.ASTME-274,SkidResistanceofPavedSurfacesusinga, U s i n g t h e D y n a mic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 5.Forproductsproposedforuseinnon-vehiculartrafficareas,testdata verifyingthe, in accordance with the manufacturer’s specifications and procedures, has been tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5230000.impl.pdf?sfvrsn=aa226971_02008_Harmonization of Texture and Skid-Resistance Measurements
testing unit calibrations. 2.2.3 Dynamic Friction Tester (DFT) The DFT equipment and test method, and CTM testing. Two DFT tests and two CTM tests were performed at each of these five spot test FL/DOT, -wheel friction test speed, as established by the Florida DOT and the American Society for Testing, reference test equipment including the Circular Track Meter (CTM) and the Dynamic Friction Tester (DFT, the Dynamic Friction Tester” [8], and ASTM E 2157, “Standard Test Method for Measuring Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2008_harmonization-of-texture-and-skid-resistance-measurements.pdf?sfvrsn=81e038c4_13530000SS
with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3530000ssf97bedc085724eb7afc405757b02573b.pdf?sfvrsn=5e68b0c0_03530000SS
with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3530000ss.pdf?sfvrsn=5676f668_03530000SS
with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3530000ss.pdf?sfvrsn=cd55bbe6_06200401.impl
certified test results for each testing location. Submit the following information on the test results, is deleted and the following substituted: 620-4 Ground Resistance Testing and Inspection. 620-4.1 Testing: Measure the ground resistance with an instrument designed specifically to measure and document earth/ground resistance, soil resistivity, and current flow. Conduct the test by using the fall, ) Standard 81. If fall-of-potential tests cannot be performed, it is acceptable to measure resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/6200401.impl.pdf?sfvrsn=a7f40bd_09750000SS
523. Additional Laboratory Performance and Tests Property Test M e t h o d Limits Impact, blocks must be less Laboratory Performance and Tests Property TestMethod Limits than 0.2 lb, in accordance with ASTM D 523. Additional Laboratory Performance and Tests Property Test M e t h o d, ] when tested in accordance with AASHTO R-31. 975-2 Materials. 975-2.1 Qualified Products List: All, of the manufacturer also must be shown. 975-3 Product Testing and Certification. 975-3.1 General: The Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9750000ssdcfd6c6b5b73410f98757cf57a383769.pdf?sfvrsn=bec40fc3_09750000SS
523. Additional Laboratory Performance and Tests Property Test M e t h o d Limits Impact, blocks must be less Laboratory Performance and Tests Property TestMethod Limits than 0.2 lb, in accordance with ASTM D 523. Additional Laboratory Performance and Tests Property Test M e t h o d, ] when tested in accordance with AASHTO R-31. 975-2 Materials. 975-2.1 Qualified Products List: All, of the manufacturer also must be shown. 975-3 Product Testing and Certification. 975-3.1 General: The Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9750000ss.pdf?sfvrsn=d109afe5_00060900.impl
requirements at all times. Testing without Department’s qualification may result in a rejection of the test, Specifications) is deleted and the following substituted: 6-9 Lab Qualification Program. TestingLaboratories, when testing materials that are used on Department projects. In addition, they must have one, prior to beginning testing. The Department may inspect the laboratory for compliance, to resumption of testing, resolve the issues to the Department’s satisfaction and obtain reinstatement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0060900.impl.pdf?sfvrsn=1c01bc78_01050502.impl
, testing and inspection for both field and laboratory tests. Provide the names of the CTQP, times. Testing without Department’s qualification may result in a rejection of the test results, ) is deleted and the following substituted: 105-6 Lab Qualification Program. TestingLaboratories participating in the Department’s Acceptance Program must have current Department qualification when testing, to beginning testing. The Department may inspect the laboratory for compliance with the accreditation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1050502.impl.pdf?sfvrsn=7276859e_04570000.FHWA
Items 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years, to the materials tested. Attach copies of current test reports to the certificate. Provide Submit, . Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4570000.fhwa.pdf?sfvrsn=d1c6e1e7_03460000comm
tests at the actual test age, if the average compressive strength of cores of a given LOT is equal, properties test, then water can be added. Typically once the contractor adds water to the concrete, will transport their own QR and VR cylinders to the Engineer designated resolution testing laboratory, is required. In addition, the Engineer will ensure that the QR and VR concrete cylinders are tested within 14 calendar days of the acceptance strength tests. Determine if it should be stated "72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/comments-responses/3460000comm.pdf?sfvrsn=566747d5_29480002FHWA
the three points test Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions, Resistance of Pipes Pipe Location TestMethod TestConditions Requirement PipeLiner FM 5-572, of Pipes Pipe Location TestMethod TestConditions Requirement Linerand/or Crown OITTest (ASTMD, requirements: Table 1 Stress Crack Resistance of Pipes Pipe Location TestMethod TestConditions, material test requirements and materials properties essential to ensuring proper performance of high
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul05/files/9480002fhwa.pdf?sfvrsn=b01b446b_0