9204 search results for test
5360000.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_1E1W96
EA 8.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 1,898.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 46.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 10.000 0455-144- 21 TEST PILES - STEEL, 20" DIA PIPE LF 490.000 0458- 1- 11 BRIDGE DECK EXPANSION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/e1w96.pdf?sfvrsn=9baf0bb0_1E8W66Addenda001
Florida Department of Transportation RON DESANTIS GOVERNOR Florida’s Turnpike Enterprise P.O. Box 613069, Ocoee, FL 34761 407-532-3999 JARED W. PERDUE, P.E. SECRETARY www.dot.state.fl.us ADDENDUM NO. 1 DATE: November 10, 2025 TO: PROSPECTIVE BIDDERS FROM: Richard M. Nethercote, Jr., District Contracts Administrator Florida’s Turnpike Enterprise SUBJECT: Contract No.: E8W66 Financial Project No.: 437300-8-52-02 County(ies): Polk PROJECT NAME: UPS Installation at SunTrax Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/nov18/e8w66addenda001.pdf?sfvrsn=9bb56720_101_keynote_address
SMART WORK ZONES LANE CLOSURE NOT IFICAT ION SYSTEM 12 PROMOT E, INSPIRE, AT T RACT, TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/2023-mtf-meeting-documents/01_keynote_address.pdf?sfvrsn=4ea98ed5_117_Bridges_and_Other_Structures_Redlines
. Traffic railings shall meet the crash requirements of at least Test Level 3 (TL-3) for bridges, use crash tested systems consistent with the design speed of the facility. The FDOT has standards, Hardware (MASH). Non-crash tested noise walls may be attached to structures if located behind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_517_Bridges_and_Other_Structures_Rulemaking
in Section 13 of LRFD . Traffic railings shall meet the crash requirements of at least Test Level, with the following: • For noise walls attached to the top of traffic railings only use crash tested systems, -crash tested noise walls may be attached to structures if located behind an approved traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_17-11DBBoilerplate-6-20-11
Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American, designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, . The official testing laboratory used by the Department. Low Bid Design Build. A Design/Build Contract, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/july-2011/design-build/7-11dbboilerplate-6-20-11.pdf?sfvrsn=374a086d_0SS4000100
of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4000100.pdf?sfvrsn=5906998f_0SS4000100
of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss400010061b71584686e47b18921374bf0d894eb.pdf?sfvrsn=74e14bd1_0