4648 search results for pavement design
SS3460000
) of the designated mass concrete elements during curing. Submit both the mass concrete mix design, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, for reinforced concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS3460000
in a continuous placement. Produce these concretes using separate design mixes. For example, designate, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
in a continuous placement. Produce these concretes using separate design mixes. For example, designate, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_02026FDM913TypSect
and pavement design associated with the typical section being displayed. The typical section design files, traffic data (consistent with the data used for the pavement design) below and to the left, Speed) (6) Context Classification 913.4 Pavement Design Show the approved pavement design directly, Topic #625-000-002 FDOT Design Manual January 1, 2026 913 - Typical Sections 1 913 Typical, sections must represent the required 100 feet of loop pavement underneath the toll gantry , tolling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm913typsect.pdf?sfvrsn=fec479ec_7DSPI-D520-030
) ; Flexible Pavement Design Manual (FPDM); FDOT Traffic Engineering Manual (TEM) ; FHWA Traffic, or FC-12.5) that is called for in the pavement design for the entire project. This will avoid, to be an all- inclusive list of possible scenarios: Example 1 : Project pavement design Friction Course (FC) thickness = 1.5” & milling depth > 1.5”: Note: If the project pavement design calls for FC > 1.5”, the raised crosswalk can match the thickness of the pavement design. The only stipulation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi-d520-030.pdf?sfvrsn=e930e2a3_3SS5804000
within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, of the Department’s Design Standards at no cost to the Department before resuming project activities. 580-40.3, distributed to a depth of no more than one inch in designated areas in the Department’s right-of-way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/ss5804000.pdf?sfvrsn=fb8f799f_1SS5804000
within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, of the Department’s Design Standards at no cost to the Department before resuming project activities. 580-40.3, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss5804000.pdf?sfvrsn=629d3957_1SS5804000
within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, of the Department’s Design Standards at no cost to the Department before resuming project activities. 580-40.3, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/ss5804000.pdf?sfvrsn=969f0ece_1SS5804000
within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, of the Department’s Design Standards at no cost to the Department before resuming project activities. 580-40.3, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/ss5804000.pdf?sfvrsn=1ffa9233_2SP3500200.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, . ThechangesareproposedbyDavidAmato of the State Roadway Design Office to create a special provision for colored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/sp3500200.origind.pdf?sfvrsn=b34432ba_044788715201-ESTIMATES-QUANTITIES
and quantities in Designer Interface for AASHTOWare Project Preconstruction™. Financial Project ID, Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design Notes, F Units P F Const. Phase Design Notes Construction Remarks 0102 1 Maintenance of Traffic LS 1 1, Type III Barricade ED 29 120 3480 3480 Phase I 0710 11101 Painted Pavement Markings, Standard, White, ID Design Notes Construction Remarks 0104 18 Inlet Protection System EA 1 3 SL72 53+21.94 53+35.99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44788715201-estimates-quantities.pdf?sfvrsn=5fa0679b_12023_Quiet Pavements Synthesis
was found that roadside noise levels can be significantly influenced by pavement selection and design, be dictated by the mix design. Whereas, for a Portland concrete cement (PCC) pavement the noise level, ....................................................................................................... 10 4.2 Tire-pavement Noise, ................................................................................... 11 4.2.1 Mechanisms Generating Tire-Pavement Noise .................................................................. 12 4.2.2 Influential Factors for Tire-Pavement Noise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2023_quiet-pavements-synthesis.pdf?sfvrsn=e57996f5_12024FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 922 Miscellaneous, Walls Non-proprietary retaining walls require design and construction details in the Structure, #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 922.3 Approach Slabs Approach slab sheets, items and quantities in the structures category. Concrete box culverts require complete design and construction details to be included in the contract plans. Include the following minimum design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm922miscstruct.pdf?sfvrsn=ef037ee9_12024FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 922 Miscellaneous, Walls Non-proprietary retaining walls require design and construction details in the Structure, , 2024 1 Topic #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 922.3 Approach Slabs, complete design and construction details to be included in the contract plans. Include the following minimum design details: (1) Plan and Elevation Sheets: (a) Plan view showing: Grid north arrow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm922miscstruct.pdf?sfvrsn=ded8e077_12025FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 9 2 2 Miscellaneous, Retaining Walls Non-proprietary retaining walls require design and construction details in the Structure, #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 9 2 2 .3 Approach Slabs Approach slab, design and construction details to be included in the contract plans. Include the following minimum design details: (1) Plan and Elevation Sheets: (a) Plan view showing: Grid north arrow; scale bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm922miscstruct.pdf?sfvrsn=555d7f2d_22025FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual 922 - Miscellaneous Structures 9 2 2 Miscellaneous, Detailing Manual . 922.2 Retaining Walls Non-proprietary retaining walls require design, Management Office website. January 1, 2025 1 Topic #625-000-002 FDOT Design Manual 922, . Concrete box culverts require complete design and construction details to be included in the contract plans. Include the following minimum design details: (1) Plan and Elevation Sheets: (a) Plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm922miscstruct.pdf?sfvrsn=7708b9a2_32026FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual January 1, 2026 922 - Miscellaneous Structures 1 922, to the Structures Detailing Manual. 922.2 Retaining Walls Non-proprietary retaining walls require design, ManagementForecasting and Performance Office website. Topic #625-000-002 FDOT Design Manual January 1, 2026, category. Concrete box culverts require complete design and construction details to be included in the contract plans. Include the following minimum design details: (1) Plan and Elevation Sheets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm922miscstruct.pdf?sfvrsn=16358e86_42026FDM922MiscStruct
Topic #625-000-002 FDOT Design Manual January 1, 2026 922 - Miscellaneous Structures 1 922, to the Structures Detailing Manual. 922.2 Retaining Walls Non-proprietary retaining walls require design, and Performance Office website. Topic #625-000-002 FDOT Design Manual January 1, 2026 922 - Miscellaneous, box culverts require complete design and construction details to be included in the contract plans. Include the following minimum design details: (1) Plan and Elevation Sheets: (a) Plan view
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm922miscstruct.pdf?sfvrsn=af8bb3c9_22340000SS
. ConstructaSuperpaveAsphaltConcretebasecourseasdefinedintheseSpecifications. Basecoursemixes are designated as B-12.5, properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design: Unless otherwise specified, design the mix such that all requirements for a Type SP-12.5, Traffic, consensus properties at design as specified in 334-3.2.3. Meet the criteria specified for a depth of top of pavement layer from surface of greater than 4 inches [100 mm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2340000ss.pdf?sfvrsn=995f8631_0April Meeting Package
Florida Greenbook Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways | Roadway Design Office Attendees: Committee Members: D1: Kevin Ingle, P.E. - District Design Engineer (FDOT - District 1) Shane Parker, P.E. - Public Works Director, , P.E. - City Engineer (City of Sarasota) D2: Kathryn D. Thomas, P.E - District Design Engineer, ) D3: Adam Scurlock, P.E. - District Design Engineer (FDOT - District 3) (Virtual) Keith Bryant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/april-meeting-package.pdf?sfvrsn=d7545289_2