9204 search results for test
SP1020302
furnish certified test reports showing that their product meets all test requirements set forth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1020302.pdf?sfvrsn=1ce50b99_49010000.impl
test is less than 18%. 901-3 Manufactured Stones. 901-3.1 Slags: Coarse aggregate may be produced, finer than No. 200 sieve generated during the Los Angeles Abrasion test is less than 18%. 901-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9010000.impl.pdf?sfvrsn=e47a1491_03500100.FHWA
of test specimens; repair of core holes; and all incidentals necessary to complete the work, ; the furnishing of test specimens; repair of core holes; and all incidentals necessary to complete the work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3500100.fhwa.pdf?sfvrsn=2938723f_04710000.fhwa
an application in accordance with Section 6, independently certified test reports, written certification, in accordance with Section 6, independently certified test reports, written certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan12/files/4710000.fhwa4f32e11b454b4da0932bacea2fd7739e.pdf?sfvrsn=e32dadb1_01020509.impl
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. Manufacturers seeking evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1020509.impl.pdf?sfvrsn=4459ed9f_0SPI-521-001
Standard Plans Instructions Topic No. 625-010-003 Index 521-001 Concrete Barrier FY 2019-20 1 Index 521-001 Concrete Barrier Design Criteria FDOT Design Manual (FDM) ; AASHTO Roadside Design Guide , 4th Edition; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Level 2 & 4 Criteria; AASHTO LRFD Bridge Design Specifications, 7th Edition. Design Assumptions and Limitations For concrete barrier information including crash test level classification, hazard setback
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-521-001.pdf?sfvrsn=53e0ac62_2E8V92
ANCHOR, PERFORMANCE TEST EA 3.000 0451- 70- 2 PRESTRESSED SOIL ANCHOR, CREEP TEST EA 1.000 0455- 35- 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/e8v92.pdf?sfvrsn=a8b5d3b2_16460000-722origind
with Section 6, independent laboratory test report, and calculations and drawings showing details, certified test reports from the manufacturer verifying that each base model meets the moment capacity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/6460000-722origind.pdf?sfvrsn=c07c6683_29010000.impl
the Los Angeles Abrasion test is less than 18%. 901-3 Manufactured Stones. 901-3.1 Slags: Coarse, of material finer than No. 200 sieve generated during the Los Angeles Abrasion test is less than 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9010000.impl.pdf?sfvrsn=ee085bd8_09900301.FHWA2
. 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed, . 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9900301.fhwa2.pdf?sfvrsn=a10af6dc_09900301.FHWA
180 days of continuous operation with minimum onsite maintenance. 990-3.1.1.2 Battery Life Test, operation with minimum onsite maintenance. 990-3.1.1.2 Battery Life Test: Meet the following: 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9900301.fhwa.pdf?sfvrsn=eb578ca1_0D9010000.do
] generated during the Los Angeles Abrasion test is less than 18%. 901-3 Manufactured Stones, Angeles Abrasion test is less than 18%. 901-4 Lightweight Aggregates. 901-4.1 Lightweight Coarse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9010000.do.pdf?sfvrsn=5ad84b74_06950205.FHWA
after three test attempts, it must be replaced with a new unit at no expense to the Department, andrepeatthevisualobservationtestuntilalllanescountcorrectly.Ifthesensorfailstoprovide accuratecounts after three test attempts, it must be replaced with a new unit at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6950205.fhwa.pdf?sfvrsn=40e79d3c_05560200.FHWA
or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only, ) No hydrostatic test required (2) Dimensional tolerances only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5560200.fhwa.pdf?sfvrsn=e171d05_01020302.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. Manufacturers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020302.impl.pdf?sfvrsn=22bcc54c_01020302-Man03.impl
seeking evaluation must furnish certified test reports showing that their product meets all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020302-man03.impl.pdf?sfvrsn=def34a9e_0Specrev2-July14
. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH. Manufacturers seeking evaluation of Category
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/specrev2-july14.pdf?sfvrsn=8f613a64_0SS9010000
that the amount of material finer than No. 200 generated during the Los Angeles Abrasion test, than No. 200 sieve generated during the Los Angeles Abrasion test is less than 18%. 901-4 Lightweight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9010000.pdf?sfvrsn=a66750b2_01020302.impl
evaluation must furnish certified test reports showing that their product meets all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1020302.impl.pdf?sfvrsn=47ae6751_06030000.FHWA
progress allows or as designated in the Contract Documents. The Department will test and certify, or as designated in the Contract Documents. The Department will test and certify the equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6030000.fhwa.pdf?sfvrsn=4515e4ff_0