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2026FDM110InitialEngineering
of or near the terminus of the project terminus as defined in FDM 220.1.. and iIdentify project upgrade requirements per FDM 220 and coordination requirements per FDM 220.2.1.4. (5) Coordinate, . (13) Identify and implement needed public involvement activities . See FDM 104. Topic #625-000-002, for the selected project design controls and standards in Project Documentation (see FDM 111.7). The design, with the overall corridor or system, and documented . See FDM 201.5 for information on selecting the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm110initialengineering.pdf?sfvrsn=8e44dc8_152026FDM110InitialEngineering
terminus as defined in FDM 220.1. Identify project upgrade requirements per FDM 220 and coordination requirements per FDM 220.2.1.4. (5) Coordinate with the District Interchange Review Coordinator, involvement activities . See FDM 104. Topic #625-000-002 FDOT Design Manual January 1, 2026 110, in Project Documentation (see FDM 111.7). The design controls as addressed in this manual include, FDM 201.5 for information on selecting the appropriate design speed for the project. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm110initialengineering.pdf?sfvrsn=14fa439d_32025FDM202SpeedMgmt
. Some of these strategies have been modified based on FDOT experience. The FDM recognizes, may facilitate the use of other speed management strategies. See FDM 126 for information on lane, project where a Design Speed is also required, per FDM 201.5.1 . Table 202.3.1 indicates the speed, the Target Speed per FDM 201, to the extent practicable given project constraints, including, for that project (or that roadway segment, on projects with more than one Design Speed). . See FDM 201
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm202speedmgmt.pdf?sfvrsn=baa69b24_4TWO8_SR 856 Lehman Causeway Technical Memorandum 4.1.24_FINAL
(16) foot shared use path accounts for FDOT FDM criteria on path width and horizontal clearance, will be longer than the west ramp to meet FDM longitudinal grade requirements. PRELIMINARY CONCEPT, would allow lane reductions, shoulder reductions, and curbing without violating FDM standards. After, for a shared use path to be 10’ allowable by the FDM and 8’ at pinch points. 4 of these 12 accidents, in Figure 6 outlines the major FDM and AASHTO standards that need to be met in order to avoid
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for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233 for requirements, Systems Plans Follow the requirements contained in FDM 910 for the development of a Key Sheet, of sheets that were prepared early, or prior to the design process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example of a Key Sheet, the requirements contained in FDM 905 for the development of a Cross Section sheet. The section view
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as the alignment, profile grades and typical section details are established. For guidance see FDM 905, design alternatives. If a geosynthetic reinforced design is selected, refer to FDM 263 for plan, in FDM 216.4 , or above the lower limits of removal of organic or plastic material, as applicable, to the bottom of the proposed roadbed. Refer to FDM 210.4 and 211.4 for additional, the earthwork quantities (see FDM 902). 216.6 Summary of Earthwork A subtotal for each group (e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm216earthwork.pdf?sfvrsn=14a10887_1SPI-521-001
Index 521-001 Concrete Barrier Design Criteria FDOT Design Manual (FDM) ; AASHTO Roadside, requirements, and general placement information, see FDM 215. For barrier intended to protect bridge piers, • Guardrail Approach Terminal (1) • Sloped End Treatment (Restricted Use per FDM 215) (4, Barrier: This treatment has restrictions on use per the requirements of FDM 215. Use only when, profile changes required, see FDM 211. Standard Plans Instructions Topic No. 625-010-003 Index
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. For guidance see FDM 905 . 216.4 Earthwork Pay Items Standard Specifications , Sections 120 and 125, to FDM 263 for plan content and design requirements. Additional information concerning geotechnical, by the designer. 216.4.6 Embankment Embankment includes placing material, as described in FDM 216.4, of the p roposed roadbed. Refer to FDM 210.4 and 211.4 for additional requirements for shoulder, the earthwork quantities (see FDM 902 ). 216.6 Summary of Earthwork A subtotal for each group
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for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233 for requirements, Transportation Systems Plans Follow the requirements contained in FDM 910 for the development, works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910, orientation regardless of sheet size selected. Follow the requirements contained in FDM 905, -format sheet (11”x17”). See FDM 920 for additional information. The following information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm942its.pdf?sfvrsn=ddc961f_12025FDM942ITS
for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233 for the requirements, Systems Plans Follow the same requirements contained in FDM 910 for the development of a Key Sheet, process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example of a Key Sheet and Signature Sheet. 942.3 General Notes Sheet General Notes, the requirements contained in FDM 9205 for the development of Cross Sections sheets. The section view must
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as the alignment, profile grades and typical section details are established. For guidance, see FDM 9205, . If a geosynthetic reinforced design is selected, refer to FDM 263 for plan content and design requirements, Embankment Embankment includes placing material, as described in FDM 216.4, or above the lower, roadbed. Refer to FDM 210.4 and 211.4 for additional requirements for shoulder gutters. Topic, for plotting the cross sections and calculating the earthwork quantities (see FDM 902). 216.6
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for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233 for the requirements, Follow the same requirements contained in FDM 910 for the development of a Key Sheet and Signature, prepared early, or prior to the design process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example of a Key Sheet and Signature, of R/W, and relevant utility or drainage features. Follow the requirements contained in FDM 925
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are established. For guidance, see FDM 925 . 216.4 Earthwork Pay Items Standard Specifications, design is selected, refer to FDM 263 for plan content and design requirements. Additional information, material, as described in FDM 216.4 , or above the lower limits of removal of organic or plastic material, as applicable, to the bottom of the proposed roadbed. Refer to FDM 210.4 and 211.4, the cross sections and calculating the earthwork quantities (see FDM 902 ). 216.6 Summary
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the requirements for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233, 2 Follow the same requirements contained in FDM 910 for the development of a Key Sheet, that were prepared early, or prior to the design process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example of a Key Sheet and Signature, or drainage features. Follow the requirements contained in FDM 925 for the development of Cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm942its.pdf?sfvrsn=cc2252e5_22026FDM216Earthwork
. For guidance, see FDM 925. 216.4 Earthwork Pay Items Standard Specifications, Sections 120, . If a geosynthetic reinforced design is selected, refer to FDM 263 for plan content and design, includes placing material, as described in FDM 216.4, or above the lower limits of r emoval of organic or plastic material, as applicable, to the bottom of the proposed roadbed. Refer to FDM 210.4, for plotting the cross sections and calculating the earthwork quantities (see FDM 902). 216.6 Summary
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the requirements for the development of Intelligent Transportation Systems (ITS) Plans. See FDM 233, 2 Follow the same requirements contained in FDM 910 for the development of a Key Sheet, that were prepared early, or prior to the design process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example of a Key Sheet and Signature, or drainage features. Follow the requirements contained in FDM 925 for the development of Cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm942its.pdf?sfvrsn=ef1f0d38_12026FDM131PlansProcessing
delivered in Digital Delivery format in accordance with FDM 130 and the CADD Manual. Other specific, Projects: Delete FDM 131.1.1 item (1) and replace with the following: (1) Contract Documents: Contract, , or additions of data to BIM files. Plan Changes are not Plan Revisions (as described in FDM 132, Office, Final Plans section, or District Contracts Office. See FDM 132 for information, or longer will be updated according to the process outlined in FDM 112. Districts must coordinate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm131plansprocessing.pdf?sfvrsn=3e380f03_92026FDM216Earthwork
. For guidance, see FDM 925. 216.4 Earthwork Pay Items Standard Specifications, Sections 120, design alternatives. If a geosynthetic reinforced design is selected, refer to FDM 263 for plan, Embankment Embankment includes placing material, as described in FDM 216.4, or above the lower limits, . Refer to FDM 210.4 and 211.4 for additional requirements for shoulder gutters. 216.4.6.1 Retaining, option was used for plotting the cross sections and calculating the earthwork quantities (see FDM 902
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm216earthwork.pdf?sfvrsn=9afddb7d_32026FDM213ModRoundabout
roundabouts. The criteria contained in the FDM are supplemented by guidance provided, "A" Pedestrian Refuge SPLITTER ISLAND DETAIL BICYCLE AND PEDESTRIAN DETAIL (See FDM 223) Bicycle Ramp 2' R, are discussed in FDM 213.3.1. Tangent segments between reverse curves: • Provide a smooth natural, January 1, 2026 213 - Modern Roundabouts 5 within the functional area of the intersection. See FDM, to slope to the outside. See FDM 213.3.7 for cross slope requirements. Topic #625-000-002 FDOT Design
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and BIM files for the affected plans component(s). See FDM 151.2.1.1 and FDM 151.2.1.2
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