9037 search results for test
9820000.origind
to the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9820000.origind.pdf?sfvrsn=e9850e94_0SS7100400
cost to the Department. TheDepartment reserves 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 should be representative of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400346837109ae44fb2a69f722106a2995d.pdf?sfvrsn=b162bcbc_0SS7100400
cost to the Department. TheDepartment reserves 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 should be representative of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400.pdf?sfvrsn=88c4f040_03530000.comm
electronically without the use of paper. 353-10 Consider allowing the use of compressive strength test, Project Administrator Target Engineering Group T (954) 777-4186 C (772) 332-9022 Section 353-3 Test, in the field prior to the accelerator being added? Test the concrete for consistency subject
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submit an application in accordance with Section 6 and include independently certified test reports, than 290 ksi in accordance with ASTM D7290, determined by a tension test in accordance with ASTM, Physical Property Requirement Test Method Barcol Hardness > 40 ASTM D2583 Glass Transition Temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9730000.fhwa.pdf?sfvrsn=15af4f32_0SS7100400
cost to the Department. TheDepartment reserves 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 should be representative of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7100400.pdf?sfvrsn=57f34383_04620100.origind
and Friction Test” to the Engineer within two weeks after successful installation of tested tendon., and component testing; however, subcomponents of approved systems may be eliminated from final installations, , blockages, and voids. Provide Submit sufficient test data to the Engineer to verify that the work meets, from each test cycle to obtain an average force. 4. P e r f o r m calibration w i t h e q u i p ment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4620100.origind.pdf?sfvrsn=379600f3_0Structures Design Office Archived Bulletins Referenced Document
Check (GPC) Dynamic Load Testing Immediately Structures Manual, Soils and Foundation Handbook November, Structures Manual, PPM August 28, 2015 (0.71MB) 15-08 Concrete Piling - 100% Dynamic Testing (Estimates, Interpretation of Supplemental Specifications 455-5.11.5 & 455-5.13 (Dynamic Load Tests) Immediately, in Test Piles is Optional Beginning with July 2011 Lettings Projects Let Starting July 1, 2011 FDOT, Mandatory Utilization of Embedded Data Collectors (EDC) in Prestressed Concrete Test Piles see
https://www.fdot.gov/structures/memos/archivedbulletins.shtmD5300000.do
)PortlandCement: Do not subject the portland cement used in sand-cement riprap to the tests required under, tests. Perform such tests at no expense to the Department. (2)TheEngineermay control the gradation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d5300000.do.pdf?sfvrsn=b57b1f6f_0D5300000.do
)PortlandCement: Do not subject the portland cement used in sand-cement riprap to the tests required under, tests. Perform such tests at no expense to the Department. (2)TheEngineermay control the gradation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d5300000.do6294adc5bfdf45f88d5ecba0254f0a18.pdf?sfvrsn=ec2ef2f2_0D5300000
)PortlandCement: Do not subject the portland cement used in sand-cement riprap to the tests required under, confirmation tests. Perform such tests at no expense to the Department. (2)TheEngineermay control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d5300000991c765668e2482a83ae32ecad8d4aec.pdf?sfvrsn=c0c46bfc_0D5300000
)PortlandCement: Do not subject the portland cement used in sand-cement riprap to the tests required under, confirmation tests. Perform such tests at no expense to the Department. (2)TheEngineermay control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d5300000.pdf?sfvrsn=1c9df99c_09900301.origind
and after being subjected to the Eenvironmental tests described in NEMA TS -4-2016. 3. The controller, to the Ooperating Pperformance Cconditions tests described in NEMA TS -5-2017. SUBARTICLE 990-10.1, operate as specified during and after being subjected to the Ooperating Pperformance Cconditions tests
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)PortlandCement: Do not subject the portland cement used in sand-cement riprap to the tests required under, by the following: (1)TheEngineerwillsubjectallmaterials placed on the project to inspection confirmation tests. Perform such tests at no expense to the Department. (2)TheEngineermay control the gradation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5300000.do.pdf?sfvrsn=c4157f0_02012SITCPart2Chapter8
on how to take the quiz. 1. Remember, the objective is not to test your memory. The objective is to help, ired t o r q u e w hen t h e t orque t est is performed, must the Contractor torque test all, system plan. C) Locations for concrete sampling and testing as well as concrete cylinder storage
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required test reports must be conducted by an independent laboratory or other independent testing, will consider any marked variations from original test values for a product, failure to notify
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placements expected to exceed three hours, perform an additional moisture test approximately half way, source (delivery tickets, certifications, certified mill test reports). 31. A copy of the scale company or testing agency report showing the observed deviations from quantities checked during calibration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3470204.fhwa.pdf?sfvrsn=61e96a7_0UAM2007
who has been tested and demonstrated their ability to produce welds that meet the requirements
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of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete, by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end
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specified in the Contract Documents. 741-4 Piezoelectric Axle Sensor Test Requirements. Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition. Install only those sensors that pass the pre-installation test. Repeat the test, following, any sensor which fails the test at no additional cost to the Department. Record representative, of these vehicles are not in the traffic stream. Place a copy of the final test results, including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp7410000.pdf?sfvrsn=888d9d8e_0