7243 search results for Pavement
SP0040100LS
; to provide a safe and functional connection to an existing pavement; to settle documented Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp0040100ls.pdf?sfvrsn=e019dee1_0SP0040100LS
; to provide a safe and functional connection to an existing pavement; to settle documented Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp0040100ls.pdf?sfvrsn=57e75429_00040309-724IMPL
that proposes a change in the design of the pavement system or that would require additional right-of-way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/0040309-724impl.pdf?sfvrsn=a7f80b3a_13340302-724FHWA
to allow the use of a passing Asphalt Pavement Analyzer (APA) rutting test in lieu of a failing Fine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3340302-724fhwa.pdf?sfvrsn=517cf784_19910105-724origind
inches above the pavement surface. Products listed on the IPL for Managed Lane Markers prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9910105-724origind.pdf?sfvrsn=35037f3b_29930000-722FHWA
facing traffic and of such length to generally provide a height of 48 inches above the pavement surface, Delineators, for the following categories: 993-2.23.4.1 Pavement/Surface Mounted: Use, the pavement surface. 993-3.2 Color: The post shall be opaque white. The yellowness index shall not exceed, : Flexible Delineators, for the following categories: 993-3.4.1 Pavement/Surface Mounted: Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9930000-722fhwa.pdf?sfvrsn=2e320b31_25201000-722origind
the edge of the gutter adjacent to the pavement or along other lines on the gutter cross-section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5201000-722origind.pdf?sfvrsn=21ee3521_20010300-122impl
below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions of the roadbed shown, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0010300-122impl.pdf?sfvrsn=32d482d2_25201100.origind
specified in this Section, including reinforcement steel, dowels, asphalt pavement and base under traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/5201100.origind.pdf?sfvrsn=af1313d0_03460902.origind
(Pavement) 2,000 square yards, or one day’s production, whichever is less II, II (Bridge Deck), III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3460902.origind.pdf?sfvrsn=a14fa4cd_26110203.FHWA
. Signing and pavement marking plan sheets may be used instead of signalization plan sheets, for detection systems that are not embedded in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused, and pavement marking plan sheets may be used instead of signalization plan sheets, if a substantial, pavement. 611-2.3.2.3 Pull Boxes: Label unused and out of service pull boxes clearly. Show distances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/6110203.fhwa.pdf?sfvrsn=37481b42_00090201.impl
009 MEASUREMENTANDPAYMENT. (REV3-23-16)(FA5-4-16)(1-17) SUBARTICLE9-2-1.2isdeletedandthefollowingsubstituted: 9-2.1.2Bituminous Material: Prepare a Contractor’s Certification of Quantities, using the Department’s current approved form for Superpave Asphalt Base, Turnout Construction (Asphalt), Asphalt Treated Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt Rubber Membrane Interlayer pay items. Submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/0090201.impl.pdf?sfvrsn=5c1acc72_00040100LS.impl
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/0040100ls.impl.pdf?sfvrsn=67702246_0D00403ls
conditions; to provide a safe and functional connection to an existing pavement; to settle documented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d00403ls.pdf?sfvrsn=a00f6bd1_0D00403ls.do
conditions; to provide a safe and functional connection to an existing pavement; to settle documented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d00403ls.do.pdf?sfvrsn=e5bf743e_0D9010000.do
. Coarseaggregateforuseinahotbituminous mixture may also consist of reclaimed portland cement concrete pavement meeting, . LosAngelesAbrasion(FM1-T096,Section12)shallbe45%, maximum. 901-5 Reclaimed Portland Cement Concrete Pavement. Thereclaimed portland cement concrete pavement shall be from a source which was produced and placed, concrete pavement will be treated as a mine and subject to the requirement of Section 6. 901-6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9010000.do.pdf?sfvrsn=5ad84b74_0D7410000.DO
the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch [25 mm] from the chalk line. Ensure that all saw cuts are free, by sawing a slot into the pavement perpendicular to the flow of traffic, equal to the length, l t h e u n e n c a p s u l a t e d s e n s o r b y sawing a slot into the pavement perpendicular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7410000.do.pdf?sfvrsn=bec22e87_03470201.origind
.................................Section 929 *Recycled Asphalt Pavement (RAP) may replace up to 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3470201.origind.pdf?sfvrsn=db9edf9f_000403LSSP
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00403lssp.pdf?sfvrsn=fa58a9d2_07130500.origind
input is encouraged. DS/dt Attachment 7130500 All Jobs PERMANENT TAPE PAVEMENT MARKINGS. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7130500.origind.pdf?sfvrsn=da0e1a19_0