8976 search results for test
SS9290000
submit the proposed qu control plan, certified test reports from an approved independent, cementitious material shipments to be individually tested prior to incorporation into Department work, , inconsistent quality control data, or failure of quality control or verification test results, . the mixing opera 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laborator must, coal shall meet the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9290000.pdf?sfvrsn=7dd1bc37_09750000IMP
. Additional Laboratory Performance and Tests Property Test M e t h o d Limits Impact Resistance, Performance and Tests Property Test M e t h o d Limits Freeze thaw resistance A A S H T O R - 3 1, coating system must meet the following requirements: Property TestValue TestMethod Hardness, . VolatileOrganicCompounds (VOC) shall be less than 420 g/L (3.5 lb/gal) when tested in accordance with AASHTO R-31. 975-2, a unique number. The name and address of the manufacturer also must be shown. 975-3 Product Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9750000imp.pdf?sfvrsn=96898430_04550513.FHWA
testing. When the Contract Documents include Dynamic Load Tests, all All test piles will have dynamic, for dynamic load testing. Makeeachpile to be dynamically tested available to drill holes, load tests may be applied to test piles and/or production piles. No separate payment will be made, for dynamic load tests on test piles. Anticipate all test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4550513.fhwa.pdf?sfvrsn=c18f70b6_09750000FHWA
Laboratory Performance and Tests Property Test M e t h o d Limits Impact Resistance, the following requirements: Laboratory Performance and Tests Property Test M e t h o d Limits Resistance, and Tests Property Test M e t h o d Limits Resistance to Wind Driven Rain ASTM D 6904 No visible water, product testing information according to AASHTO R-31 Section 8 and using galvanized KTA Flat test panels, with ASTM D 523. 9750000.doc 6 Additional Laboratory Performance and Tests Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9750000fhwa.pdf?sfvrsn=4fceed1f_05230202.FHWA
and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has, . For products proposed for use in vehicular traffic areas, independent test data verifying the material, in accordance with the manufacturer’s specifications and procedures, has been tested in accordance, Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40, areas, independent test data verifying the material meets the requirements of this Section including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5230202.fhwa.pdf?sfvrsn=c544af4d_04550513.impl
or authorized by the Engineer as Dynamic Load Test Piles. Install instruments on test piles and selected permanent piles for dynamic load testing. All test piles will have dynamic load tests. The Engineer, : 455-12.5.1DynamicLoadTests/TestPiles:Noseparatepayment will be made for dynamic load tests on test piles. Anticipate all test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2 Dynamic Load Tests/ Production Piles: Price and payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4550513.impl.pdf?sfvrsn=66907c8d_0716eBook
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook1bd1383120d94cdea958c0ef9c6fa422.pdf?sfvrsn=c858a0f5_2716eBook_SS_DLS
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook_ss_dls.pdf?sfvrsn=36a22e18_0716ebook
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook.pdf?sfvrsn=91838054_44001400.fhwa
use test results certified by a testing laboratory approved by the Department as a basis for form, time curve (T/SS/T Curve) which can be used in lieu of multiple test cylinders to determine when, strength of two test cylinders. ProvidetheEngineerwithaminimum of three cylinder breaks, established, to concrete strength. Cure such test cylinders as nearly as practical in the same 4001400.D01 All Jobs manner as the concrete in the corresponding structural component, and test them in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4001400.fhwa0a015cc1192941769d67ef8f9d076c19.pdf?sfvrsn=35a7b75b_04001400.FHWA
use test results certified by a testing laboratory approved by the Department as a basis for form, time curve (T/SS/T Curve) which can be used in lieu of multiple test cylinders to determine when, strength of two test cylinders. ProvidetheEngineerwithaminimum of three cylinder breaks, established, to concrete strength. Cure such test cylinders as nearly as practical in the same 4001400.D01 All Jobs manner as the concrete in the corresponding structural component, and test them in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4001400.fhwa.pdf?sfvrsn=e0a2acb5_04160601IMP
restrained static tension tests to prevent damage to the surrounding concrete. Displacement measurement for field testing is not required. Test individual anchors and dowels by proof loading in tension, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, 416 TESTING OF ANCHORS OR DOWELS. (REV11-1-05)(FA12-27-05)(7-06) SUBARTICLE6.1(Pages385-386, Independent Testing Agency to perform field testing of the installed anchors and dowels in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4160601imp.pdf?sfvrsn=7d04ec09_04160601SS
restrained static tension tests to prevent damage to the surrounding concrete. Displacement measurement for field testing is not required. Test individual anchors and dowels by proof loading, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, 416 TESTING OF ANCHORS OR DOWELS. (REV11-1-05)(FA12-27-05)(7-06) SUBARTICLE416-6.1, Independent Testing Agency to perform field testing of the installed anchors and dowels in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4160601ss.pdf?sfvrsn=bf89901b_02010Master
American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/ebook/2010master.pdf?sfvrsn=a427c160_04510701.comm
of testing Equipment." The text implies that tests are done in the initial installation, but further on the text says the Dept wants to test 5% and 10% of anchors. This would imply that testing, pmccann@targetengineering.com Comments: (9-28-16) 451-7.1 "Perform creep testing and performance testing at the beginning of the anchor installation, prior to installation of the remaining soil anchors, unless directed otherwise by the Engineer. The purpose of these initial tests is to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4510701.comm.pdf?sfvrsn=f89bf5ce_01200010SSFHWA
testing to one test every two LOTs by identifying the substantiating tests in the Density Log Book, test method listed in 120-10.2. 120-10.1.4.2 Density Testing Requirements: Ensure compliance, Verification test evaluates all work represented by the Quality Control testing completed in those LOTs, (IV) testing. The Engineer will evaluate and act upon the IV test results in the same manner as Verification test results. Whentheprojectrequiresless than four Quality Control tests per material type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan05/files/1200010ssfhwa.pdf?sfvrsn=39c5100d_0D3460000.do
for permeability testing before mix design approval. Submit the test specimens within seven days prior to the 28-day test. The permeability of the concrete will be taken as the average of two tests, one, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft mix using, procedures for slump loss tests: (1)Preparethe mix for the slump loss test at a temperature consistent, are outside of the allowable range, run an additional three tests until the test results are within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3460000.do6724b60d0e6043d5a3453a8e2fde63ba.pdf?sfvrsn=7789d8f3_0D3530000
the 24-hour strength test. Testtheacceptancecylindersat24-hoursfrom the time of sampling. 353-6, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, and test the concrete for consistency and strength, subject to the following tolerances from, with the recommendations of the admixture supplier when a Type C or Type E admixture is used. 353-5 Test Requirements. Perform the plastic property tests in accordance with 346-8, except when the mix design contains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3530000.pdf?sfvrsn=2a7296f5_0D3530000
the 24-hour strength test. Testtheacceptancecylindersat24-hoursfrom the time of sampling. 353-6, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, and test the concrete for consistency and strength, subject to the following tolerances from, with the recommendations of the admixture supplier when a Type C or Type E admixture is used. 353-5 Test Requirements. Perform the plastic property tests in accordance with 346-8, except when the mix design contains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d35300002ebe097b364a410093b6b7a2e5073adb.pdf?sfvrsn=a352727f_09160401.FHWA
GRADE CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77°F[25°C, Particle charge positive Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F[25°C, GRADE NTSS-1hm Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc. 77°F, Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F[25°C],100g,5 seconds minimum 60, CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77°F 20–100seconds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9160401.fhwa.pdf?sfvrsn=53c58bec_0