4650 search results for pavement design
SP0090103LS-722
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp0090103ls-722.pdf?sfvrsn=efc0998_8SP0090103LS-122
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp0090103ls-122.pdf?sfvrsn=d2f7c6fd_2SP0090103LS-721 blanket
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp0090103ls-721-blanket.pdf?sfvrsn=ebb99eaa_2SP0090103LS blanket
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp0090103ls-blanket.pdf?sfvrsn=5fa4808b_2SP0090103LS blanket
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp0090103ls-blanket.pdf?sfvrsn=48e79771_2SP0090103LS
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp0090103ls.pdf?sfvrsn=57660c8_2SP0090103LS
to station dimensions actually constructed within the limits designated by the Engineer; or the final, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt Membrane, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, ) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5), and multiplying by the tonnage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp0090103ls.pdf?sfvrsn=6789e12e_2SP0090103LS
to station dimensions actually constructed within the limits designated by the Engineer; or the final, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, ) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5), and multiplying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0090103ls3f5630044ea5469293390d1280a41bb3.pdf?sfvrsn=8bb48b0e_0SP0090103LS
to station dimensions actually constructed within the limits designated by the Engineer; or the final, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, ) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5), and multiplying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0090103ls.pdf?sfvrsn=f5489873_2SP0090103LS
dimensions actually constructed within the limits designated by the Engineer; or the final dimensions, Documents or designated by the Engineer. The Engineer will use the method or combination of methods, Treated Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp0090103ls.pdf?sfvrsn=caca6368_0SP0090103LS-122impl
to station dimensions actually constructed within the limits designated by the Engineer, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt, design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment will be made on the current, approved quantity revisions) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp0090103ls-122impl.pdf?sfvrsn=a156dd77_2SP0090103LS-122FHWA
Documents, the station to station dimensions actually constructed within the limits designated, the neat lines shown in the Contract Documents or designated by the Engineer. The Engineer will use, Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt Membrane, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, ) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5), and multiplying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0090103ls-122fhwaff3b9969f73e44b28486052b0407847c.pdf?sfvrsn=d05dda7_2SP0090103LS-122FHWA
Documents, the station to station dimensions actually constructed within the limits designated, the neat lines shown in the Contract Documents or designated by the Engineer. The Engineer will use, Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt Membrane, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, ) by the design Gmm stated in 334-1.4 (design Gsb stated in 337-8.2 for FC-5), and multiplying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0090103ls-122fhwa.pdf?sfvrsn=13fedb0a_2SP0090103LS
actually constructed within the limits designated by the Engineer; or the final dimensions, Documents or designated by the Engineer. The Engineer will use the method or combination of methods, Asphalt Base, Driveway Asphalt Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon, summary boxes (including any Engineer approved quantity revisions) by the design Gmm stated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/workbook/sp0090103ls.pdf?sfvrsn=1745b486_12024FDM103Forms
to be used for pavement design on this project. I hereby attest that these have been developed, Topic #625-000-002 FDOT Design Manual 103 – Standard Forms 103 Standard Forms 103.1 General, in the FDOT Design Manual ( FDM ). The form number assigned to each form corresponds to the FDM chapter, To: Date: District or Turnpike Design Engineer Financial Project ID: Federal Aid Number, For Department Use Only “I, , , Print Name, District/Turnpike Design Engineer Signature of the Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm103forms.pdf?sfvrsn=9b395c8f_1D1-07-17-25BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, of milling and resurfacing, curb and gutter, sidewalk, and pavement markings on SR 37 from north, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 52,958.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,506.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG, RAISED PAVEMENT MARKER, TYPE B EA 1,439.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jul17/d1-07-17-25bsn.pdf?sfvrsn=e39e6424_11600000.impl
substituted: SECTION 160 STABILIZING 160-1 Description. Stabilize designated portions, Materials Office (SMO) or an AASHTO accredited laboratory designated by the SMO will perform Resolution, the material. 160-2.2.2 Reclaimed Asphalt Pavement (RAP): Obtain the Engineer’s approval, blending or contaminating with any other material. 160-2.2.3 Reclaimed Asphalt Pavement (RAP) Blended, approximately parallel to the plane of the proposed finished surface. Construct mainline pavement lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1600000.impl.pdf?sfvrsn=1bd07da7_01600000.impl
to the stabilization operation. 160-2.2.1 Reclaimed Asphalt Pavement (RAP) (Same Project): The Engineer may, the source. 160-2.2.2 Reclaimed Asphalt Pavement (RAP) (Different Project) or RAP Blended Material: When, approximately parallel to the plane of the proposed finished surface. Constructmainline pavement lanes, laboratory designated by SMO to perform Resolution testing. IftheResolutionTestresultsmeet, the required density until the subsequent base or pavement is in place including any repairs, replacement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1600000.impl.pdf?sfvrsn=49b4e10e_0630-010IntRevirePkg
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, and cap the Conduit. Drive a 3’-0”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other, " Pavement or Rubble Riprap Edge of adjacent Slope EJB Spacing 300'-0" (Max.) (1'-6" Max. x 8" Max. x, in Retaining EJB Spacing 300'-0" (Max.) 2'-0" (Min.) 2'-0" (Min.) Pavement or Rubble Riprap Edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/630-010intrevirepkg.pdf?sfvrsn=139a0224_1630-010IndReviewPkg
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, and cap the Conduit. Drive a 3’-0”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other, ) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge of adjacent Slope EJB, '-0" (Min.) Pavement or Rubble Riprap Edge of adjacent Slope Note 3) (See Sheet 1 Steel Pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/630-010indreviewpkg.pdf?sfvrsn=fef37608_1