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2024FDM216Earthwork
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-001.pdf?sfvrsn=a9911689_12024FDM216Earthwork
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm216earthwork.pdf?sfvrsn=6e99068a_12024FDM942ITS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm942its.pdf?sfvrsn=55fb50ca_12025FDM216Earthwork
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm942its.pdf?sfvrsn=c88f1d6d_22025FDM216Earthwork
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm216earthwork.pdf?sfvrsn=781dc8f6_22026FDM942ITS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm213modroundabout.pdf?sfvrsn=8afe064_92024FDM151RevisionPackages
and BIM files for the affected plans component(s). See FDM 151.2.1.1 and FDM 151.2.1.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm151revisionpackages.pdf?sfvrsn=91bd85a4_12024FDM102Glossary
General The following definitions used in the FDOT Design Manual (FDM) are assigned for consistency, in this chapter. 102.2 FDM Definitions Access Classification A classification of a roadway that determines, . See FDM 201 for additional information. AADT Annual Average Daily Traffic (AADT) is the total, Context Classification criteria. See FDM 200 for additional information. Topic #625-000-002 FDOT, . The design vehicle is the largest frequent user of a given roadway; see FDM 201.6 . Functional
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FDM 201.5 for information on Design Speed. See FDM 122 for information on Design Exceptions, Traffic Operations Offices. Example roadway typical sections are included in the exhibits in FDM 913 . Criteria regarding lanes, medians, and shoulders for bridges are illustrated in FDM, rate, typically 0.02 (See FDM 260.4 ). Use transitions to adjust for differences in cross slope, are covered in FDM 211.8 . When cross slope correction is necessary, work closely
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm211lafacilities.pdf?sfvrsn=11d2f4cb_12024FDM102Glossary
General The following definitions used in the FDOT Design Manual (FDM) are assigned for consistency, in this chapter. 102.2 FDM Definitions Access Classification A classification of a roadway that determines, . See FDM 201 for additional information. AADT Annual Average Daily Traffic (AADT) is the total, by the appropriate Context Classification criteria. See FDM 200 for additional information. Control, classes. The design vehicle is the largest frequent user of a given roadway; see FDM 201.6
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component(s). See FDM 151.2.1.1 and FDM 151.2.1.2 for the procedures to modify these documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm151revisionpackages.pdf?sfvrsn=2624dfd7_1245 - Utility Coordination
. The FDM 221 provides guidance and references for coordinating with UAOs and accommodating, as per FDM 948. The DPM is to work with the district scheduler, the utility coordinator, and the EOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/245---utility-coordination.docx?sfvrsn=4822c6a2_1