9189 search results for test
9600000.impl
described in this Section to perform all testing and to submit certified test reports for materials, ). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated duct, smooth duct, Pressure Test: In addition to the other testing specified in this Section, test all filler, External PT Systems Pressure Test: In addition to the other testing specified in this Section, test all, Package including component drawings, system drawings, and test reports from a certified laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9600000.impl.pdf?sfvrsn=6cf342f9_0SS7810000
. The operational status may also be tested when the TMC or a laptop computer prompts a pixel test, labeled test points for checking essential voltages. Ensure that all external connections are terminated, and filter is automatically tested once each day, and that it may be tested on command from the TMC, on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE 127 (1997) standard, . Provide a letter of certification from the LED manufacturer that demonstrates testing and binning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss7810000.pdf?sfvrsn=86cb4905_01450000-724IMPL
: Perform pH testing in accordance with FM 5-550 and meet the pH test criteria set forth in 145-3.2.1, and tests at a minimum frequency listed in the table below. Table 145-2 Test Name Quality Control (QC, Classification, Organic Content, and pH Testing: The Engineer will verify the QC test results, (FM 5- 550) testing. Otherwise, the Engineer will test the sample retained in 145-6.2.1.1, resolution testing. If the resolution test result satisfies the required gradation limits, liquid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1450000-724impl.pdf?sfvrsn=78fd30c6_14551501.impl
. 4.Detailsofshaftexcavationmethods. 5.Detailsofslurry,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results, or other protected areas. 16.Proposedschedulefor test shaft installation, load tests and production, . 12.ProposedCSLSpecialtyEngineertoperform, log, analyze, and report the test results, to pollution. ProvideaCTQP qualified drilled shaft inspector to perform control tests using suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4551501.impl.pdf?sfvrsn=ed6d9954_0D3310000.do
and testing. A detailed list of equipment and supplies required for each test is included in the Field, ’s Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling, , or Type S-III. The composition and physical test properties for all mixes including Type S Asphaltic, gravel as coarse aggregate component must show no potential for stripping during laboratory testing, . 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for the purpose of proportioning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d3310000.dod1100aad3a0d426c90528954374fedfe.pdf?sfvrsn=3d5e041c_0D3310000.do
and testing. A detailed list of equipment and supplies required for each test is included in the Field, ’s Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling, , or Type S-III. The composition and physical test properties for all mixes including Type S Asphaltic, gravel as coarse aggregate component must show no potential for stripping during laboratory testing, . 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for the purpose of proportioning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d3310000.do.pdf?sfvrsn=8d241766_09210100.origind
with no further testing. High Alkali Cement containing a maximum of 1.00% alkali, or less, calculated as Na2O, in concrete, the test results shall verify improved or comparable strength, sulfate resistance, corrosion, alkali cement. The strength and durability tests of concrete shall be performed in accordance, :ThecementheatofhydrationforTypeII(MH)shall be8873cal/gorlessat7threedays when tested in accordance, cal/g or less at 7 three days when tested in accordance with ASTM C1861702. SUBARTICLE 921-5.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9210100.origind.pdf?sfvrsn=dae8c4af_09940201-724origind
sheets, performance test reports from an independent laboratory showing the sign sheeting system, : 994-2.3.1 General: Sheeting, process inks and overlay materials shall be tested in accordance, that are color dependent, each color included in the APL application shall be tested and meet, consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting shall be prepared in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9940201-724origind.pdf?sfvrsn=6828fb5a_14620400.resp
doug.geiger@rsandh.com Comments: Agree with deleting field wick induced bleed test, by the time the test is completed, than completely deleting the field wick induced bleed test, I recommend that the spec be modified to allow grouting to proceed while the field wick induced bleed test is conducted. If bleed is detected in the test, grouting must stop, the cause determined and the solution adopted before grouting, the first production batch of grout and perform a wick induced bleed test in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4620400.resp.pdf?sfvrsn=b9683ab_06460202.origind
to commencement of testing. Perform all tests at 1,310/1,550 nanometer wavelengths, and include, . 3.Ensureeachreelhasaminimum of 6 feet on each end of the cable available for testing, loss test results as required by the EIA/TIA-455-61 standard, as well as results from factory tests performed prior to shipping. 7. E n s u r e t h a t t h e manufacturer submitsprovides the date, : 633-2.1.6ManufacturerTestingandCertification:SubmitProvide documentation of all factory tests performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6460202.origind.pdf?sfvrsn=33d1b9e1_06330201.origind
to commencement of testing. Perform all tests at 1,310/1,550 nanometer wavelengths, and include, . 3.Ensureeachreelhasaminimum of 6 feet on each end of the cable available for testing, loss test results as required by the EIA/TIA-455-61 standard, as well as results from factory tests performed prior to shipping. 7. E n s u r e t h a t t h e manufacturer submitsprovides the date, : 633-2.1.6ManufacturerTestingandCertification:SubmitProvide documentation of all factory tests performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6330201.origind.pdf?sfvrsn=6ed2463a_09450000.impl
inside diameter. Test the pipe joints hydrostatically at the specified pressure using test methods, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, mechanism does not contact the hugger band or associated hardware. Testing of pipe joints shall, at the factory, with a suitable wax compound. The bolts may be sampled and tested before erection or may, the plates, may be used if approved by the Engineer. 945-2.3 Certification of Tests: For all aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9450000.impl.pdf?sfvrsn=3d1865e1_06600202IndustryCommentResponse
that existing details for true positive testing are specifically for ramps and that the approved field acceptance test must describe and govern the specific details of testing for other road segment types., positive testing is geared towards ramps versus other road segments. Some details of ramp testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/6600202industrycommentresponse.pdf?sfvrsn=b41d1902_1CM-684-01 Media Converter
. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases, in submittal. TERL Test Cases (Steps): MC001 (Step 1), MC003 (Step1) FORMTEXT FORMTEXT Init, of requested information in submittal. TERL Test Cases (Steps): MC001 (Step 2), MC003 (Step 2) FORMTEXT, Indicate location of requested information in submittal. TERL Test Cases (Steps): MC001 (Step 3), MC002, . Compliance Matrix Review TERL Test Cases (Steps): MC001 (Step 4) FORMTEXT FORMTEXT Init
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-684-01-media-converter.docx?sfvrsn=28cfce9_19750700.resp
of materials are not defined in the Outdoor Exposure testing tables. The test method, . Laboratory Testing - Non-Sacrificial Property Test Method Requirement Cyclic Weather Testing, Testing - Sacrificial Property Test Method Requirement Cyclic Weather Testing AASHTO R-31, no salt, or disbondment Outsidedoor Exposure Testing - Sacrificial Property Test Method Requirement, the testing tables, it seems we are only concerned with paint. Response: Paints are coatings. It
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9750700.resp.pdf?sfvrsn=4bc7594e_02830404.origind
: Reclaimed Asphalt Pavement Base – Compacting and Finishing Base - Density Tests Origination date, Henderson, State Materials Office (352) 955-6316 Background data: Themodifications reduce test requirements, :2830404Compacting and Finishing Base – Density Tests Inaccordance with Specification Development Procedures, we, – Density Tests. ThischangewasproposedbyTom Malerk of the State Materials Office to remove restrictions, Density Tests: Meet the requirements of 200-7 with the exception of 200-7.2.1. Within the entire limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2830404.origind.pdf?sfvrsn=a46d2e38_02830404.origind
: Reclaimed Asphalt Pavement Base – Compacting and Finishing Base - Density Tests Origination date, Henderson, State Materials Office (352) 955-6316 Background data: Themodifications reduce test requirements, :2830404Compacting and Finishing Base – Density Tests Inaccordance with Specification Development Procedures, we, – Density Tests. ThischangewasproposedbyTom Malerk of the State Materials Office to remove restrictions, Density Tests: Meet the requirements of 200-7 with the exception of 200-7.2.1. Within the entire limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2830404.origind.pdf?sfvrsn=e5afffc6_07810000Orign
be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log file can, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure that all, and larger. Ensurethattheairflowstatus for each fan and filter is automatically tested once each day, and that it may be tested on command from the TMC or a laptop computer. Ensure that the sign, as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED brightness and color bins
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7810000orign.pdf?sfvrsn=e6257897_0Section6.1-6112
and Bridge Construction. C) American Society for Testing and Materials (ASTM) Standard Test Methods, include the Qquality Ccontrol test methods, inspections, and minimum frequency of tests that are used, of the manufacturer. Index tests derived from existing test methods may be developed and implemented, and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Topic, of Transportation. F) Field sampling and Testing Manual, Florida Department of Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section6-1-6112.pdf?sfvrsn=5f0ba05f_1section6-2-102014
and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods, licensed testing laboratory shall calibrate all jacks and gauges for the three-edge-bearing test equipment, , hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J, Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List, Pipe 6-2-2 Field sampling and Testing Manual, Florida Department of Transportation. 6.2.4 SCOPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-2-102014.pdf?sfvrsn=f48ec0f4_1