9274 search results for test
InternalCommentResponse9700203-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_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/january-2019/maintenance/finalized/ss5705000adced121-e258-4ce8-9413-cda9d0cc0845.pdf?sfvrsn=c6c25069_2SS5705000
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/2018/july-2018/maintenance/finalized/ss5705000.pdf?sfvrsn=7cf6f4b9_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/2018/january-2018/maintenance/finalized/ss5705000.pdf?sfvrsn=40c99294_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/2017/july-2017/maintenance/finalized/ss5705000.pdf?sfvrsn=d34839b2_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/2017/january-2017/maintenance/finalized/ss5705000.pdf?sfvrsn=72b8a272_2SPI-515-070
Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2026-27 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/2027/spi/spi-515-070.pdf?sfvrsn=380a2ecf_1SPI-700-010
Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2026-27 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/2027/spi/spi-700-010.pdf?sfvrsn=bc822e19_1Exhibit 212-8
' Offsets Tested (Practical Fit) 40' Radius; 1:15 And 1:8 Tapers With Simple Curve With Tapers Not Shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-8.pdf?sfvrsn=43c30ff_2Exhibit 212-10
be analyzed independently to assure adequate return NOTE: 2' And 8' Offsets Tested (Practical Fit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-10.pdf?sfvrsn=1bc41e45_3FPN419811-SR31SR78MastArmDrilledShaftpdf
the Reinforced Steel ‘Cage’, CSL Test Tubes, and Anchor 2 of 24 Florida Industrial Electric – Drilled Shaft, from the tip of the shaft to a point high enough to allow cross-hole-sonic- logging testing, enough above the shaft to allow cross-hole-sonic logging testing, but not less than 30 inches [750, -hole sonic logging testing but not less than 30 inches [750 mm] above the top of the drilled shaft, of the drilled shaft was not sufficient in size to accommodate the reinforced steel ‘cage’, CSL test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2008/fpn419811-sr31sr78mastarmdrilledshaftpdf.pdf?sfvrsn=e2f821dc_2