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2025FDM100Intro
Topic #625-000-002 FDOT Design Manual 100 - Introduction 100 Introduction FDOT Design Manual PURPOSE: This Florida Department of Transportation (FDOT) Design Manual (FDM) sets forth geometric and other design criteria, as well as procedures, for all new construction, reconstruction, in this manual represent requirements for the State Highway System which must be met for the design of FDOT projects unless approved Design Exceptions or Design Variations are obtained in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm100intro.pdf?sfvrsn=5c6e2bd9_12026FDM100Intro
Topic #625-000-002 FDOT Design Manual January 1, 2026 100 - Introduction 1 100 Introduction FDOT Design Manual PURPOSE: This Florida Department of Transportation (FDOT) Design Manual (FDM) sets forth geometric and other design criteria, as well as procedures, for all new construction, be met for the design of FDOT projects unless approved Design Exceptions or Design Variations are obtained in accordance with procedures outlined in this manual. Roadway and structures design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm100intro.pdf?sfvrsn=b98f6550_7Geotechnical Contacts
Geotechnical Design EngineerPhone: (863) 519-4241 Andrew Newman, P.E. District, Niraula, P.E. District Geotechnical Design EngineerPhone: (386) 961-7706 Brantley Stevens, P.E., EngineerPhone: (386) 961-7722 Binay Prakash Geotechnical Manager DesignPhone: (386) 961-7737, District Geotechnical Design EngineerPhone: (386) 740-3499 Dustin Cone, P.E. District
https://www.fdot.gov/design/training/geotechnical-contactsStaff Directory
EngineerPhone: (386) 961-7710 Liladhar Niraula, P.E. Geotechnical Design EngineerPhone: (386, Prakash Geotechnical Manager DesignPhone: (386) 961-7737 D5 District 5 1650 N. Kepler Road, EngineerPhone: ( (386) 740-3501 District Geotechnical Design EngineerPhone: (386) 740-3499 Dustin, Geotechnical EngineerPhone: (863) 519-4261 Ramasamy Venkatesan, P.E. Geotechnical Design
https://www.fdot.gov/geotechnical/contacts/index.shtm9850200.origind
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, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, . flow rate of 0.3 gal/sf/min DesignShear*** ≥ 2.1psf ≥ 3.6psf ≥ 5.0psf ** Wide Width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9850200.origind.pdf?sfvrsn=3436bab8_01021102.comm
Designer will include in the Contract Plans a detailed temporary lighting design.” Response, temporary lighting and will only require it when the Designer depicts the need and depicts his temporary lighting design in the plans. This new spec makes us responsible only for the temporary lighting shown in the plans. However, I am still concerned that Designers will try to take the easy route, a Designer that provides no details in the plans and instead uses a Plan Note to require temporary lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1021102.comm.pdf?sfvrsn=96fecaa6_00050104-723origind
FDOT Design Manual Construction Project 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 Bulletin, , and navigable waterways. 3. Contractor Originated Designs: Items which the Contract Documents require the Contractor to design, detail and incorporate into the permanent works. 4. Detailer: The steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/0050104-723origind.pdf?sfvrsn=6d932b5_1dce-mar
................................................................................ 3 Chapter 2 – Designating a MAR Recommendation .................................................................. 6 A. Designating a MAR Recommendation from the MC Review Findings List ..................... 6 B. Designating a MAR Recommendation from the Finding Detail ...................................... 8 C. Designating a MAR Recommendation from Pending Recommendation/Resolutions .... 9 Chapter 3 – Designating a MAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/dce-mar.pdf?sfvrsn=a656414d_3SPI-400-292
designed to AASHTO LRFD Bridge Design Specifications. Designs are based on the design criteria shown, for the project. In such cases, the designer shall show the box culvert Span, Rise and Design Earth Cover in the plans. The designer shall also provide the headwall and wing wall design in the plans, Culverts FY 2024-25 1 Index 400-292 Standard Precast Concrete Box Culverts Design Criteria AASHTO LRFD Bridge Design Specifications, 4th Edition; Structures Design Guidelines (SDG) Design
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designed to AASHTO LRFD Bridge Design Specifications. Designs are based on the design criteria shown, for the project. In such cases, the designer shall show the box culvert Span, Rise and Design Earth Cover in the plans. The designer shall also provide the headwall and wing wall design in the plans, Culverts FY 2024-25 1 Index 400-292 Standard Precast Concrete Box Culverts Design Criteria AASHTO LRFD Bridge Design Specifications, 4th Edition; Structures Design Guidelines (SDG) Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-292e.pdf?sfvrsn=d894ca69_1SPI-400-292
designed to AASHTO LRFD Bridge Design Specifications. Designs are based on the design criteria shown, for the project. In such cases, the designer shall show the box culvert Span, Rise and Design Earth Cover in the plans. The designer shall also provide the headwall and wing wall design in the plans, Culverts FY 2025-26 1 Index 400-292 Standard Precast Concrete Box Culverts Design Criteria AASHTO LRFD Bridge Design Specifications, 4th Edition; Structures Design Guidelines (SDG) Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-292.pdf?sfvrsn=cadc83b_1SPI-400-292
designed to AASHTO LRFD Bridge Design Specifications. Designs are based on the design criteria shown, for the project. In such cases, the designer shall show the box culvert Span, Rise and Design Earth Cover in the plans. The designer shall also provide the headwall and wing wall design in the plans, Culverts FY 2026-27 1 Index 400-292 Standard Precast Concrete Box Culverts Design Criteria AASHTO LRFD Bridge Design Specifications, 4th Edition; Structures Design Guidelines (SDG) Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-292.pdf?sfvrsn=a1d1272d_1DO breakaway pole 2 cam
" ABOVE GRADE. DESIGN NOTES 1. POLE AND FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING, CONTACT DESIGNATED AGENCY TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR, STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED ON THE FOLLOWINGCRITERIA 2.1. DESIGN WIND SPEED (Vult)): 110 MPH 2.2. RISK CATEGORY: II 2.3. EXPOSURE CATEGORY: C 2.4. TOPOGRAPHIC CATEGORY: 1 2.5. SEISMIC DESIGN CRITERIA: 2.5.1. SOIL SITE CLASS: D (ASSUMED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/do-breakaway-pole-2-cam.pdf?sfvrsn=af802087_1DO breakaway pole 1 cam
" ABOVE GRADE. DESIGN NOTES 1. POLE AND FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING, CONTACT DESIGNATED AGENCY TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR, STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED ON THE FOLLOWINGCRITERIA 2.1. DESIGN WIND SPEED (Vult)): 110 MPH 2.2. RISK CATEGORY: II 2.3. EXPOSURE CATEGORY: C 2.4. TOPOGRAPHIC CATEGORY: 1 2.5. SEISMIC DESIGN CRITERIA: 2.5.1. SOIL SITE CLASS: D (ASSUMED
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or IV concrete, as designated in the plans and Design Standards and as specified in Section 346, Description. Constructinlets,manholes, and junction boxes from reinforced concrete as shown in the Design, s a n d f r a m e s f a b r i c a t e d f r o m structural steel or cast iron as designated in the appropriate Design Standard. When “Alt. G” grates are specified in the plans, provide structural, as indicated in Design Standards, Index No. 201. Forthree-pieceadjustable frames, the inner frame may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4250000.impl.pdf?sfvrsn=dc86bf56_0SS4250000
. Precastinlets,manholes and junction boxes, designed and fabricated in accordance with the plans, the Design, . Constructinlets,manholes, and junction boxes from reinforced concrete as shown in the Design Standards, Concrete: For inlets, manholes, and junction boxes, use Class II or IV concrete, as designated in the plans and Design Standards and as specified in Section 346. For yard drains use concrete, a t i n g s a n d f r a mes fabricated from structural steel or cast iron as designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss4250000.pdf?sfvrsn=5cc5720f_0SS4250000
or cast iron as designated in the appropriate Design Standard. When “Alt. G” grates are specified, . Constructinlets,manholes, and junction boxes from reinforced concrete as shown in the Design, . 425-2.1 Concrete: For inlets, manholes, and junction boxes, use Class II or IV concrete, as designated in the plans and Design Standards and as specified in Section 346. For yard drains use concrete, with the requirements of ASTM A 123. 425-4 Forms. Designandconstructwoodormetal forms so that they may be removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4250000.pdf?sfvrsn=94fa1ab7_0SS4250000
or cast iron as designated in the appropriate Design Standard. When “Alt. G” grates are specified, . Constructinlets,manholes, and junction boxes from reinforced concrete as shown in the Design, . 425-2.1 Concrete: For inlets, manholes, and junction boxes, use Class II or IV concrete, as designated in the plans and Design Standards and as specified in Section 346. For yard drains use concrete, with the requirements of ASTM A 123. 425-4 Forms. Designandconstructwoodormetal forms so that they may be removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4250000.pdf?sfvrsn=1ffce066_0TypicalSectionsExclusiveTransitRunningways
between this guide and any approved/adopted design criteria or standards, the designer is encouraged, design standards did not exist when they designed their projects. They relied on a mix of city, is to develop and pres- ent conceptual typical sections and design guid- ance for exclusive transit running ways that may see application in Florida. The typical sections and design guidance may, ) and the Florida Greenbook. The conceptual typical sections and design guid- ance may also be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/typicalsectionsexclusivetransitrunningways.pdf?sfvrsn=b048cc15_00050104-723FHWA
truss spans that utilize proprietary designsnot satisfying the conditions of FDOT Design Manual, Specification. The changes are proposed by Ben Goldsberry from the Structures Design Office to provide, waterways. 3.Contractor Originated Designs: Items which the Contract Documents require the Contractor to design, detail and incorporate into the permanent works. 4.Detailer: The steel detailer, plastic or fluid concrete in its designated shape until it hardens. Formwork may be comprised
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