9204 search results for test
STN Maintainer
. By conducting the training in this manner, students will each have the confidence and well-tested
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/stn-maintainerITS Maintainer
the confidence and well-tested capability to utilize the ITSFM to full capacity immediately after
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/its-maintainerGL-13 (FY17-18)
] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-13-(fy17-18).pdf?sfvrsn=1c7ca7fe_0Item2_TicketlessAsphaltPresentation
• Getting the Bugs Out – Tested in Lab – Using actual paving data from Completed Job • Pilot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/dce/2012/march_attach/item2_ticketlessasphaltpresentation.pdf?sfvrsn=5fbd684c_2GL-13 (FY18-19)
and 700-106] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-13-(fy18-19).pdf?sfvrsn=55335c48_04300300.resp
, the State Hydraulics Engineer. In the time it would take another supplier to get their product tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4300300.resp.pdf?sfvrsn=8850ef4e_0D0060067
006 CONTROLOFMATERIALS. (REV9-4-01)(FA1-3-02)(7-02) ARTICLE6-7(Page54)isdeletedandthefollowingsubstituted: 6-7Defective Materials. TheDepartment will consider the following materials as defective: all materials not meeting the requirements of these Specifications; segregated materials, even though previously tested and approved; materials that are or have been improperly stored; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d0060067.pdf?sfvrsn=311d07f8_0D0060067
006 CONTROLOFMATERIALS. (REV9-4-01)(FA1-3-02)(7-02) ARTICLE6-7(Page54)isdeletedandthefollowingsubstituted: 6-7Defective Materials. TheDepartment will consider the following materials as defective: all materials not meeting the requirements of these Specifications; segregated materials, even though previously tested and approved; materials that are or have been improperly stored; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d0060067275e4e0f7fee483f93fca7a1e87114f6.pdf?sfvrsn=26a6b03c_0SPI-515-070
Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2019-20 1 Index 515-070 Aluminum Pipe Guiderail Design Criteria Americans with Disabilities Accessibility Guidelines (ADAAG), 2004 as adopted with amendments by the USDOT under 49 CFR Part 37 Transportation for Individuals with Disabilities, Adoption of New Accessibility Standards Design Assumptions and Limitations The Aluminum Pipe Guiderail, Index 515-070 was tested by the FDOT Structural
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-515-070.pdf?sfvrsn=e59b3839_2SPI-700-010
Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2018-19 1 Index 700-010 Single Column Ground Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM) , Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Both fabricated and cast base assemblies were impact tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-700-010.pdf?sfvrsn=fc1cf9e4_6SPI-515-070
Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2018-19 1 Index 515-070 Aluminum Pipe Guiderail Design Criteria Americans with Disabilities Accessibility Guidelines (ADAAG), 2004 as adopted with amendments by the USDOT under 49 CFR Part 37 Transportation for Individuals with Disabilities, Adoption of New Accessibility Standards Design Assumptions and Limitations The Aluminum Pipe Guiderail, Index 515-070 was tested by the FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-515-070.pdf?sfvrsn=1a53e844_6SPI-700-120
Standard Plans Instructions Topic No. 625-010-003 Index 700-120 Enhanced Highway Signing Assembly FY 2019-20 1 Index 700-120Enhanced Highway Signing Assembly Design Criteria FDOT Design Manual (FDM) Design Assumptions and Limitations The designs shown in Index 700-120 are based on systems crash tested for compliance with the AASHTO Manual for Assessing Safety Hardware (MASH). Modifications to these designs may significantly affect the crashworthiness of the system and should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-700-120.pdf?sfvrsn=377960a4_2SPI-700-010
Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2019-20 1 Index 700-010Single Column Ground Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1); Structures Manual (SM), Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Both fabricated and cast base assemblies were impact tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-700-010.pdf?sfvrsn=dcaf0c63_2SS5705000-i16488
of _________ pounds per acre. Material may be sampled and tested at any time as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss5705000-i16488.docx?sfvrsn=e0ef85e6_2SS5705000
of _________ pounds per acre. Material may be sampled and tested at any time as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss5705000.docx?sfvrsn=a81b77d6_2InternalCommentResponse9700203-TERL
submitted data to prove they meet this requirement when tested per ASTM D4280? Should an alternative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/internal/comments-responses/internalcommentresponse9700203-terl.pdf?sfvrsn=a20128cf_15220400-722Resp
top 2 feet density tested for fills that is greater than a foot. Furthermore, perform densities up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5220400-722resp.pdf?sfvrsn=53e08ad4_26600201-3.FHWA
does not run out of unlevel slots as tested for viscosity using ASTM D562 at 77°F. Ensure loop sealant is tack free within a maximum of 2 hours from time of application and when cured as tested, and asphalt when installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested, when installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage, , and brake fluid as tested for absorption using ASTM D570 for water, No. 3 oil, gasoline, antifreeze
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/6600201-3.fhwa.pdf?sfvrsn=cb07e5e2_01020906.impl
must have an FHWA eligibility letter and be successfully crash tested in accordance with MASH TL-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1020906.impl.pdf?sfvrsn=2de7959b_0D0060067.do
006 CONTROLOFMATERIALS. (REV9-4-01)(FA1-3-02)(7-02) ARTICLE6-7(Page54)isdeletedandthefollowingsubstituted: 6-7Defective Materials. TheDepartment will consider the following materials as defective: all materials not meeting the requirements of these Specifications; segregated materials, even though previously tested and approved; materials that are or have been improperly stored; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0060067.do.pdf?sfvrsn=2d393052_0