9037 search results for test
4300300.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_01020916.impl
crash tested in accordance with MASH TL-3 criteria. A gate arm is required in accordance with Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1020916.impl.pdf?sfvrsn=bb137f86_04001604.comm
, demonstrating that the tested concrete strength of the caps can safely support the weight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4001604.comm.pdf?sfvrsn=343cbbcc_09210100-723origind
IS shall be tested in accordance with ASTM C1702 and reported at three days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9210100-723origind.pdf?sfvrsn=bb404be9_1SS5705000
of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss5705000.pdf?sfvrsn=60ac2faa_3SS5705000
of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss570500053ce55c69c8e44ec9a80fca7ace568db.pdf?sfvrsn=f3c51135_3