4650 search results for pavement design
DCE Memos - 2002
) for Use in Asphalt Rubber Binder (66kb) 24-02 Maximum Density for Limerock Base (52.9kb) 22-02 Design, (27.8kb) 18-02 Design-Build - Payment for Replacement of Vehicular Attenuators (43kb) 17-02 Project, Guaranteed Asphalt Pavement (25.9kb) 15-02 Rolled Sod Netting - Section 981 (39kb) 14-02 Not Enforcing QPL, /QPL Items (46.0kb) 08-02 Environmental Reevaluations in the Design Build Process (68.5kb) 07-02, Design Bulletin (65.6kb) 04-02 Design Standards-Elimination of Bearing Plate Detail (65kb) 03-02
https://www.fdot.gov/construction/memos/2002/memos2002.shtm3470501.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3470501.origind.pdf?sfvrsn=570957eb_07090500.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, Components Pavement Markings. Inaccordance with Specification Development Procedures, we are sending you
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7090500.origind.pdf?sfvrsn=581daf66_01021004.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, PAVEMENT MARKERS (RPM). (REV 6-2-156-16-15) SUBARTICLE 102-10.4 is deleted and the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1021004.origind.pdf?sfvrsn=5fb95e45_0E54F5Addendum003
Innovation www.fdot.gov May 28, 2025 ADDENDUM NO. 3 To: ALL DESIGN-BUILD FIRMS Project Description, : Concept Plans 435209-1-52-01 Addendum 3 Plans Updates Modified signing and pavement marking plans, & 448376-1-52-01 Added revised 63rd Street Profile Added sheets with modified drainage design notes Added, Section 4.4.4: Direction to relocate structure mounted signs per updated signing and pavement marking plan including aesthetic treatment. 14, 15 I.A Design-Build Responsibility Modification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e54f5/e54f5addendum003.pdf?sfvrsn=186e43fe_1Special Provisions Workbook January 2018
) (1-18) Changes to: 327-2. SP3270200 Use when requested by the District. CEMENT CONCRETE PAVEMENT, . SP3500200 Jobs with Colored Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS. (REV 1-7-16) (FA 1-14-16, conditions; to provide a safe and functional connection to an existing pavement; to settle, consistent with the Proposal design. CONTROL OF THE WORK (LUMP SUM). (REV 3-15-02) (1-18) SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/special-provisions-workbook-january-2018.pdf?sfvrsn=c66d2d8d_1Exhibit 913-3
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (1 ") (PG 76-22) 4 3 FRICTION COURSE FC-5 ( ") (PG 76-22) 2 1 TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 " DEPTH) 2 1 MILL EXISTING ASPHALT PAVEMENT (1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2036 AADT = 38900 ESTIMATED OPENING YEAR = 2020 AADT = 21000 CURRENT YEAR = 2018 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-3.pdf?sfvrsn=688a1ffd_1Redlines Exhibit 913-3
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (1 ") (PG 76-22) 4 3 FRICTION COURSE FC-5 ( ") (PG 76-22) 2 1 TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 " DEPTH) 2 1 MILL EXISTING ASPHALT PAVEMENT (1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2036 AADT = 38900 ESTIMATED OPENING YEAR = 2020 AADT = 21000 CURRENT YEAR = 2018 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-3.pdf?sfvrsn=af90bac8_1Exhibit 913-3
ASPHALT PAVEMENT (2 ¼" DEPTH) CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 38900 ESTIMATED OPENING YEAR, :4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, STRUCTURAL COURSE (TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-3.pdf?sfvrsn=c958ce59_19900401-724-origind
FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, . Black pavement markings shall have a retroreflectance of less than 20 mcd/m 2 /lxmcd/lx·m 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9900401-724-origind.pdf?sfvrsn=bb1e4e9c_13300502-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, the ability to achieve an acceptable pavement with respect to density, surface texture, and pavement smoothness without such devices. SUBARTICLE 330-9.5.1.1 is deleted and the following substituted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3300502-722origind.pdf?sfvrsn=d5dbfd15_45200100-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, straightedging along the edge of the gutter adjacent to the pavement or along other lines, of gutter adjacent to the pavement to vary no more than 1/2 inch from the elevation determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5200100-722origind.pdf?sfvrsn=3e19d2de_20020400-122origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, and interpret any pavement coring data provided by the Department. Please share this proposal with others, . The Department does not guarantee the details pertaining to borings and pavement cores, as shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0020400-122origind.pdf?sfvrsn=e035b6c2_21020200-122origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, Materials. Meet the following requirements: BituminousRaised Pavement Marker Adhesive .Section 970 Temporary Raised Pavement Markers ................Section 990 Paint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/1020200-122origindda5f891823ef4aedb7d16a2165340fa1.pdf?sfvrsn=93b0c354_43300701-122origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, , sequence, and coverages (number of times the roller passes over a given area of pavement, the final rolling before the surface temperature of the pavement drops to the extent effective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3300701-122origind.pdf?sfvrsn=caa42d38_25460000.comm
in the Design Standards, Index No. 518 that address this process. Response: 2.) You might want, ervin.sterling@dot.state.fl.us Comment: (5-22-14) Raised Strips are paid per set without adjustment due to width of pavement, to applying thermoplastic pavement markings in accordance with Section 711 over the top of the rumble strip as shown in Design Standards, Index No. 518 but that index does not address edge line rumble, : (6-17-14) The addition of 546-3.3 specifies the application of thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/5460000.comm.pdf?sfvrsn=daf5c927_0Exhibit 913-3
(TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2036 AADT, NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166+00.00, ( ") (PG 76-22) 2 1 TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-3.pdf?sfvrsn=bf46e5cc_1830-T01
Concrete Rubber Rubber/Asphalt TA Timber/Asphalt (mph) Design Speed (Distance From Stop, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, , a transition pavement will be maintained at 2. negotiated otherwise. All pavement material, including, INDEX 2 2 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/830-t01.pdf?sfvrsn=93eda7c3_1830-T001
Concrete Rubber Rubber/Asphalt TA Timber/Asphalt (mph) Design Speed (Distance From Stop) Zone, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, pavement will be maintained at 2. negotiated otherwise. All pavement material, including, 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t001.pdf?sfvrsn=5fac104b_1830-T01
Concrete Rubber Rubber/Asphalt TA Timber/Asphalt (mph) Design Speed (Distance From Stop) Zone, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, pavement will be maintained at 2. negotiated otherwise. All pavement material, including, 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t01.pdf?sfvrsn=743a8597_1