9037 search results for test
spi-521-428
Standard Plans Instructions Topic No. 625-010-003 Index 521-428 Traffic Railing (42" Single-Slope) FY 2018-19 1 Index 521-428 Traffic Railing (42" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 42" Single-Slope Traffic Railing should be used where a railing with Test Level 5 crashworthiness is warranted. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-428.pdf?sfvrsn=2d10653b_6Statewide-Long-Range-Revenue-ForecastJune2017
Test Calculations • SIS Cost Feasible Plan (CFP) ‒ CFP Delivery June 2018 ‒ Districts can work w, Test Calculations $ B Total 2014‐2040 Per Year Total 2021‐2045 Per Year % Increase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/statewide-long-range-revenue-forecastjune2017.pdf?sfvrsn=7a22f9f6_1SPM9711100HS-122
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 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/2022/january-2022/maintenance/finalized/spm9711100hs-122.pdf?sfvrsn=a99408a1_2SPM9711100HS-721
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 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/2021/july-2021/maintenance/finalized/spm9711100hs-721.pdf?sfvrsn=e6ddbe41_2SP9711100HSredline
. Procedureshallmeet the following requirements: Property Test M e t h o d M i n i mum M a x i mum Water, Durometer, A2 5 30 SP9711100HS All Hot Spray Contracts use with SP7110201 Property Test M e t h o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/sp9711100hsredline.pdf?sfvrsn=4733e6ec_0sp9711100hsredline
. 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_0