9204 search results for test
sp9711100hsredline
. Procedureshallmeet the following requirements: Property Test M e t h o d M i n i mum M a x i mum, 475ºF - Property Test M e t h o d M i n i mum M a x i mum *The durometer and panel shall be at 110ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/maintenance/review-package/sp9711100hsredline.pdf?sfvrsn=4b45a3ae_1SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/sp9711100hs.pdf?sfvrsn=7e42dd3d_19900601-724FHWA
to approval an impact test shall be performed by the manufacturer to verify the safety performance, to approval an impact test shall be performed by the manufacturer to verify the safety performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9900601-724fhwa.pdf?sfvrsn=89f6fa7d_11020912-722FHWA
the test in the presence of the Engineer. 1020915 All Jobs MAINTENANCE OF TRAFFIC (REV 11-23-21, an off-peak period with a minimum three detections for each signal phase. Perform the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1020912-722fhwa.pdf?sfvrsn=69b26b72_29310203-722origind
20. The Contractor shall submit to the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9310203-722origind.pdf?sfvrsn=e18a97d7_29700000-122FHWA
Class D RPMs: Submit documentation product photo, product data sheet, and certified test reports from, photo, product data sheet, and certified test reports from an independent laboratory showing, adhesive shall be determined in accordance with the test methods listed in ASTM D4280. conform, 970-3 Type I Type II Property Test Method Min. Max. Min. Max. Viscosity: Component A (Resin, with the test methods listed in ASTM D4280. 970-34 Packaging and Labeling. 970-4.1 Raised Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9700000-122fhwa.pdf?sfvrsn=ecd5334f_29900601.FHWA
right angle observation by parallel traffic. 5. Prior to approval an impact test shall be performed, observation by parallel traffic. 5. Prior to approval an impact test shall be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9900601.fhwa.pdf?sfvrsn=66a8613a_09700000.impl
970 MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE (REV 10-31-17) (FA 1-17-18) (7-18) SECTION 970 is deleted and the following substituted: 970-1 Raised Pavement Markers (RPMs). Manufacturers seeking evaluation of their product must submit an application in accordance with Section 6 along with performance test reports from the National Transportation Product Evaluation, of the adhesive shall be determined in accordance with the test methods listed in ASTM D4280. 970-5 Product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9700000.impl.pdf?sfvrsn=94607c36_06460202.origind
transformer bases must submit an application in accordance with Section 6, independent laboratory test, certified test reports from the manufacturer verifying that each base model meets the moment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/6460202.origind.pdf?sfvrsn=db0e722c_02870200.FHWA
0.75% anti-strip additive. ProvideSubmit certified test results for each shipment of hydrated lime, dry aggregate in lieu of adding 0.75% anti-strip additive. Submit certified test results for each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/2870200.fhwa.pdf?sfvrsn=efc5c61b_05710300.FHWA
certified copies of the test reports from the manufacturer certifying that the geotextile, certified test reports from the manufacturer certifying that the geotextile to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5710300.fhwa.pdf?sfvrsn=3e6f118e_09490000.FHWA
Test M e t h o d D e n s i t y , l b . / f t 3 65±5%ASTMD3574-05,TestA Durometer Hardness, Molded, Requirements Test M e t h o d D e n s i t y , l b . / f t 3 65±5%ASTMD3574-05,TestA Durometer Hardness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9490000.fhwa.pdf?sfvrsn=6130e11d_09480104.FHWA
copies of the mill analysis covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe, of the PVC or ABS pipe shall submit to the Engineer the mill analysis covering chemical and physical test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9480104.fhwa.pdf?sfvrsn=3fdd7d37_09620902.FHWA
, and provide submit a test report on the zinc coating thickness. 4.Foranchorrodsfabricatedfrom material, by the same zinc process, and submit a test report on the zinc coating thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9620902.fhwa.pdf?sfvrsn=3764bf16_05300102.impl
, and include certified test reports from an independent test laboratory certifying the ACB revetment system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5300102.impl.pdf?sfvrsn=5cc34251_03200603.FHWA
) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal, and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3200603.fhwa.pdf?sfvrsn=a201efd9_06460000.impl
with Section 6, independent laboratory test report, and calculations and drawings showing details, notes, . Provide certified test reports from the manufacturer verifying that each base model meets the moment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/6460000.impl.pdf?sfvrsn=5760d3e7_01020509.impl
) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020509.impl.pdf?sfvrsn=f423925c_03501702.FHWA
construction, including tie-bars and dowel bars; the furnishing of test specimens; repair of core, transverse and longitudinal joint construction, including tie-bars and dowel bars; the furnishing of test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3501702.fhwa.pdf?sfvrsn=7def82bd_03200603.FHWA
) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal, : 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures will be for each day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3200603.fhwa.pdf?sfvrsn=77c66ce6_0