9274 search results for test
9160203.origind
: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions, Angle, δ (c) PG 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D, ) only) Rolling Thin Film Oven Test Residue (AASHTO T240-09) Rolling Thin Film Oven, AASHTO T 240-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160203.origind.pdf?sfvrsn=d93253e4_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-12c.pdf?sfvrsn=d5b050ad_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-12c.pdf?sfvrsn=159ca3d4_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-12c.pdf?sfvrsn=69bdc95e_0CR-12C
and submit a test plan for FATs to the Engineer for consideration and approval? [Spec. 784-1.4] 2. Is CEI project staff aware that the contractor is required to perform local field operational tests at device server field sites according to the test procedures stated herein? [Spec. 784-2.4.2] 3. Is CEI project staff aware that the contractor is required to perform local field operational tests at the device field site and end-to-end video streaming tests as required by the Engineer in order
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-12c.pdf?sfvrsn=9edf624f_09290100-722impl
the mixing operation and before the mix is discharged. The Engineer may require additional testing, Facility Listing will be maintained by the SMO. 3. Test Report: A certification from the SCM producer showing that the SCM meets the requirements of this Section. The test report must include, of the SCM. f. The approved laboratory that performed all tests. 4. Purchaser: The term
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9290100-722impl.pdf?sfvrsn=a5e9ae1f_2D1040006
of sustaining a maximum design velocity of 6.5 ft/sec [2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, 4 by 8 inch [100 by 200 mm] samples for product identification. The manufacturers test records
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d1040006.pdf?sfvrsn=344da54b_0D1040006.do
of 6.5 ft/sec [2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets, ] samples for product identification. The manufacturers test records shall be made available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1040006.do.pdf?sfvrsn=c647256a_07150603.FHWA
strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submittedprovided to the Engineer. ARTICLE 715-15, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7150603.fhwa.pdf?sfvrsn=e934cc7_09330000.FHWA
, determined by static tensile tests, shall conform to the following: Ultimate stress, minimum, or over-size reinforcing ends will not be considered. 9330000 All Jobs 933-5 Required Tests for ReinforcingPrestressing Steel. 933-5.1 General: Tests shall be made performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Engineer prior to useDepartment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9330000.fhwa.pdf?sfvrsn=d7827ca0_0MPOAC-Governing-Board-Meeting-Package-November-2018
includes testimony and evidence upon which appeal is to be based. The needs of hearing or visually
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-package-november-2018.pdf?sfvrsn=b9f7adcd_1MPOAC-Staff-Directors-Meeting-Package-November-2018
includes testimony and evidence upon which appeal is to be based. The needs of hearing or visually
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-staff-directors-meeting-package-november-2018.pdf?sfvrsn=e5b15cd9_17800000D01.FHWA
, and video lines. 780-5 Testing. Perform the required tests for the ITS equipment installed, . ProvidethetestprocedurestotheEngineeratleast14daysinadvancefor approvalpriortocommencement of testing. Ensure that the test, test. Furnishallequipment, software, and supplies necessary for conducting the tests. Include, the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing, approvalpriortocommencement of testing. Ensure that the test plan demonstrates each and every functional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/7800000d01.fhwa.pdf?sfvrsn=38e39b20_0SS9750000
coatings, regardless of color, shall meet the requirements below. Laboratory Testing Property Test, cylindrical mandrel No cracking Outdoor Testing Property Test Method Requirement Rusting ASTM D 610, the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property Test Method Requirement Laboratory Testing Property Test Method Requirement Resistance to Wind, in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test Method Requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9750000.pdf?sfvrsn=cbc5541e_09600000.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_1D3310000.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_0