9037 search results for test
5201000-722resp
5201000 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATORS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) Concrete Gutter, Curb Elements, and Traffic Separators: The draft proposes to delete section 520-10 and introduced the following. “520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722resp.pdf?sfvrsn=af80534f_25201000-722comm
5201000 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATORS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) Concrete Gutter, Curb Elements, and Traffic Separators: The draft proposes to delete section 520-10 and introduced the following. “520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722comm.pdf?sfvrsn=f423a0c9_29730501-122impl
sections containing cracks or splits. Table 973-4 RTSS Matrix Property Test Method Requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9730501-122impl.pdf?sfvrsn=2f7f7e9_2SP5800000FA-122comm
problem”, or what the acceptable parameters for the percolation test should be. There are many
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp5800000fa-122comm.pdf?sfvrsn=4342b423_29900601.impl
by parallel traffic. 5. Prior to approval an impact test shall be performed by the manufacturer to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9900601.impl.pdf?sfvrsn=cce3a1d7_06460200.FHWA
laboratory test report, and calculations and drawings showing details, notes, materials, dimensions, test reports from the manufacturer verifying that each base model meets the moment capacity without, submit an application in accordance with Section 6, independent laboratory test report, capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer verifying that each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/6460200.fhwa.pdf?sfvrsn=41c4c8f5_05360000.FHWA
and dimensions identified suitable for posting on the APL, independent test reports that indicate the product meets all crash test requirements of National Cooperative Highway Research Program (NCHRP-350, test reports that indicate the composite material meets all the following physical requirements: Composite Block Test Method Requirement Durometer Hardness ASTM D2240 Shore D Minimum 50 Durometer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5360000.fhwa.pdf?sfvrsn=876957e1_09670000.resp2
to the requirements of AASHTO M180, the coating properties, sampling, test methods, inspection, and certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9670000.resp2.pdf?sfvrsn=a86dddcb_05360000.origind
, with the product name and dimensions identified suitable for posting on the APL, independent test reports that indicate the product meets all crash test requirements of National Cooperative Highway, directives and independent test reports that indicate the composite material meets all the following physical requirements: Composite Block Test Method Requirement Durometer Hardness ASTM D2240
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/5360000.origind.pdf?sfvrsn=a312f1b4_09670000.comm
M180, the coating properties, sampling, test methods, inspection, and certification related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9670000.comm.pdf?sfvrsn=96a28eaf_06460202.FHWA
submit an application in accordance with Section 6, independent laboratory test report, an ultimate moment capacity of 10,000 foot-pounds. SubmitProvide certified test reports from, ). ManufacturersseekingAPLapprovalofproprietarytransformerbasesmust submit an application in accordance with Section 6, independent laboratory test report, an ultimate moment capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6460202.fhwa.pdf?sfvrsn=42af8186_09490000.impl
material requirements: Physical Properties Requirements Test M e t h o d D e n s i t y , l b . / f t 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9490000.impl.pdf?sfvrsn=f42bbc4b_05710300.impl
571 PLASTICEROSIONMAT. (REV10-26-15)(FA1-11-16)(7-16) ARTICLE571-3isdeletedandthefollowingsubstituted: 571-3InstallationofPlasticErosionMat. Before installing the plastic erosion mat, submit to the Engineer certified test reports from the manufacturer certifying that the geotextile to be incorporated into this project meets the requirements of Section 985. Also, submit the manufacturer’s written installation instructions. Installaplasticerosionmat of uniform thickness, not less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5710300.impl.pdf?sfvrsn=9fa7b681_07110200.comm
surfaces". Has the past test decks show that this will work? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7110200.comm.pdf?sfvrsn=49277436_09900500.comm
Retroreflectivity -ASTM D4280 “Coefficient of Luminous Intensity” states to test at an Entrance angle of 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900500.comm.pdf?sfvrsn=5cb1651a_09730000.origind
(RTSS) and Thermoplastic Structural Shapes (TSS), respectively; test criteria for RTSS and TSS, and include independently certified test reports, and manufacturer’s certification that the material, by a tension test in accordance with ASTM D2343. 973-4.1.2 Resin: Use a commercial grade thermoset, Required Physical Properties - VIP FRP Physical Property Requirement Test Method Barcol Hardness > 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9730000.origind.pdf?sfvrsn=517d21e3_09140000.impl
(with the exception of gradation analysis) in lieu of FM 1-T267 after mixing. The maximum allowable test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9140000.impl.pdf?sfvrsn=af08cdd1_0SS3530200
in the accelerating admixture solution. Test the concrete for consistency subject to the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3530200.pdf?sfvrsn=dc1ea78d_01050404MM93V2resp
plot (concrete cylinder compressive strength versus concrete age) for test cylinder ages of 3, 7, 28
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/1050404mm93v2resp.pdf?sfvrsn=2493c8b1_13340504 IndustryCommentResponse
Specification Section 334 Subarticle 334-5 ORIGINATION Date: 3-18-25 Name: Greg Sholar Email: gregory.sholar@dot.state.fl.us COMMENTARY One change is related to a safety enhancement and the other change is related to avoiding project delays when evaluating pavement material that had failing test results. INDUSTRY COMMENTS AND RESPONSES (Please note all comments and responses are verbatim as received. The Specifications Office does not alter typos or grammar.) BLACK = Comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/3340504-industrycommentresponse.pdf?sfvrsn=bc1a4444_1