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2024FDM222Peds
Americans with Disabilities Act (ADA) In addition to the criteria presented in the FDM, requirements, unaltered sidewalks that are not in compliance with FDM criteria, Standard Plans , or ADA requirements are not required to be reconstructed. See FDM 127.2 (15) for limitations, any context classification. (4) See FDM 260.2.2 for sidewalk width requirements on bridges. See FDM 214 for information on sidewalks across driveways. Provide the following minimum unobstructed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm222peds.pdf?sfvrsn=4d8dcc5c_42025FDM222Peds
Americans with Disabilities Act (ADA) In addition to the criteria presented in the FDM and Department, , unaltered sidewalks that are not in compliance with FDM criteria, Standard Plans , or ADA requirements are not required to be reconstructed. See FDM 127.2 (15) for limitations on aesthetic, . (4) See FDM 260.2.2 for sidewalk width requirements on bridges. See FDM 214 for information, clearance as required in this section and FDM 222.2.1.2 . Refer to FDM 223.5 for information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm222peds.pdf?sfvrsn=13076126_52025FDM223Bikes
as defined by FDM 211 . The various methods of providing bicycle facilities are discussed in FDM 223.2, to the face of guardrail or barrier, the minimum bicycle lane width is 5 feet. See FDM 223.2.1.3, Ahead” and “Bike Lane End” signage in accordance with the MUTCD . See FDM 230.3.1.3 for information on placing markings on concrete surfaces. See FDM 127.2 (15) for limitations on aesthetic, FDM 223.4 for bicycle lane design criteria when adjacent to on-street parking. Include Helmeted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm223bikes.pdf?sfvrsn=646ae7d9_2Constructability Phase Checklist
for Road and Bridge Construction o For landscaping projects: Use FDM Chapter 228 o For transit, Manual, Chapter 19.4 for other Design Criteria and Manuals. See FDM, Chapter 301 for plans submittal, in checklist. Design Components □ Traffic Control Plans (TCP) (Integral to Plans Set) FDM, Chapter, . □ Typical Section Package FDM, Chapter 306 ☐ OFF SHS ☐ON SHS ☐CRITICAL PROJECT (Structural, . □ Design Exceptions/Variations LAP Manual, Chapter 19.5 FDM, Chapter 122 □ Access Management Plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/design/archive/constructability-phase-checklist.pdf?sfvrsn=e4dd307d_2SPI-536-001
536-001 Guardrail Design Criteria FDOT Design Manual (FDM) , 215; AASHTO Roadside Design Guide, of Traveled Way, see FDM 215 . For guardrail requirements regarding Box Culverts, also see FDM 215.4, the design speed of the roadway per FDM 215 . The design of guardrail requires that certain, 536-001 Guardrail FY 2026-27 2 See FDM 215 for the Clear Zone concept, hazard definitions, to the corresponding FDM offset. See Index 536-001 for the permitted guardrail taper locations. NOTE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-536-001.pdf?sfvrsn=586b4e8_12025FDM222Peds
Americans with Disabilities Act (ADA) In addition to the criteria presented in the FDM, ramp requirements, unaltered sidewalks that are not in compliance with FDM criteria, Standard Plans , or ADA requirements are not required to be reconstructed. See FDM 127.2 (15, be retained within any context classification. (4) See FDM 260.2.2 for sidewalk width requirements on bridges. See FDM 214 for information on sidewalks across driveways. Provide the following minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm222peds.pdf?sfvrsn=82d2d90f_22026FDM223Bikes
facilities as defined by FDM 211. The various methods of providing bicycle facilities are discussed in FDM 223.2. Bicycle safety can be enhanced through the following measures: (1) Maintaining, of guardrail or barrier, the minimum bicycle lane width is 5 feet. See FDM 223.2.1.3 when the bicycle, ” signage in accordance with the MUTCD. See FDM 230.3.1.3 for information on placing markings on concrete surfaces. See FDM 127.2 (15) for limitations on aesthetic applications on bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm223bikes.pdf?sfvrsn=3a8b8a8b_5Project Management Resource Page
Signatures CADD Manual FDM August 2023 Retention of Engineering Documents FDM December 2022 120, Development April 2023 Typical Section(s) Packages FDM April 2023 Pavement Design, FDM April 2023 Project Re-evaluations January 2024 General Notes FDM April 2023 Lighting Justification FDM April 2023 Preliminary Engineering Report Application April
https://www.fdot.gov/designsupport/pm/resourcepageProject Management Resource Page
2023 Digital Signatures FDM August 2023 Retention of Engineering Documents FDM December, January 2024 Bridge Project Development April 2023 Typical Section(s) Packages FDM, 2021 Driveway Tie-ins FDM April 2023 Project Re-evaluations January 2024 General Notes FDM April 2023 Lighting Justification FDM April 2023 Preliminary Engineering Report
https://www.fdot.gov/fpo/pm/project-management-resource-page/project-management-resource-page2024FDMPart2DesignCriteria
. 200.3 Design Speed See FDM 201 for discussion on Design Speed. 200.4 Context Classification, FDM 201.5 for information on Design Speed. Two examples of sudden change in cross section, • C6 – Urban Core Additional information on context classification is included in FDM 200, in FDM 103 . Traffic data used for design includes: (1) AADT for the current year, opening year, the initial Target Speed value is below the existing Design Speed or Posted Speed Limit, see FDM 202
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart2designcriteria.pdf?sfvrsn=a02fb0d5_202026FDM215RoadsideSafety
with RRR projects. The design criteria contained in FDM 210 and FDM 211 has been developed, a Design Exception or Design Variation (see FDM 122). Do not apply RRR criteria in this chapter, , but this may be superseded for criteria specific to FDOT, including FDM 215.2.4 for Lateral Offsets and FDM 215.2.6 for Roadside Slope Criteria. The slope classifications above are considered, in FDM 215.3. Traversable Back Slopes 1:3 or flatter may be located within the clear zone. A clear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm215roadsidesafety.pdf?sfvrsn=91c37c7e_72025FDM122VarExcept
and standards contained in the FDM are usually within the desirable ranges established by AASHTO. The values, , and maintenance. For RRR projects, see also FDM 114.1.1 . 122.1.1 Safety Improvement Projects, treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211.4.4 for LA Facilities, (see FDM 215 ): (a) Remove or relocate fixed objects (b) Traversable slopes (c) Breakaway safety, and vibratory treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211.4.4 for LA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm122varexcept.pdf?sfvrsn=25d881bf_42026FDM122VarExcept
criteria and standards contained in the FDM are usually within the desirable ranges established by AASHTO, , construction , and maintenance. For RRR projects, see also FDM 114.1.1. 122.1.1 Safety Improvement, ) Object Markers (d) Tubular Markers (e) Lighting (f) Audible and vibratory treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211.4.4 for LA Facilities.) (4) To improve, treatment (5) To reduce crash severity if the driver leaves the roadway (see FDM 215): (a) Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm122varexcept.pdf?sfvrsn=82c8a96_82026FDM122VarExcept
criteria and standards contained in the FDM are usually within the desirable ranges established by AASHTO, , construction , and maintenance. For RRR projects, see also FDM 114.1.1. 122.1.1 Safety Improvement, ) Object Markers (d) Tubular Markers (e) Lighting (f) Audible and vibratory treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211.4.4 for LA Facilities.) (4) To improve, treatment (5) To reduce crash severity if the driver leaves the roadway (see FDM 215): (a) Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm122varexcept.pdf?sfvrsn=c229234b_32024FDM212Intersections
with no more than four legs. See FDM 201 for design vehicle selection and design speed requirements. See FDM 210 for lane width, median width, island dimensions, and deflection angle requirements. See FDM 222 for requirements concerning pedestrian facilities and FDM 223 for bicycle, and informed operation of the traffic stream. Refer to FDM 232 for design criteria for signalization, and channelized intersections in Figure 212.3.2. See FDM 210.3 for median and island requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm212intersections.pdf?sfvrsn=34ece1a6_12024FDM266BikePedBridge
to provide continuity to sidewalks, bicycle lanes and shared use paths. See FDM 222 , 223 , and 224, Steel Truss Pedestrian Bridges Project Type Category 1 per FDM 266.4? Project EOR Design Firm, Bridge Design - Steel) Notes: (1) See FDM 266.4.2 for definitions of Project EOR Design Firm, ). (2) Minimum vertical clearance under pedestrian bridges must be in accordance with FDM 260.6 and FDM 260.8 . (3) Account for future widening of the roadway below when determining required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm266bikepedbridge.pdf?sfvrsn=fde93f99_12024FDM266BikePedBridge
to provide continuity to sidewalks, bicycle lanes and shared use paths. See FDM 222 , 223 , and 224, for Prefabricated Steel Truss Pedestrian Bridges Project Type Category 1 per FDM 266.4? Project, - Major Bridge Design - Steel) Notes: (1) See FDM 266.4.2 for definitions of Project EOR Design Firm, with FDM 260.6 and FDM 260.8 . (3) Account for future widening of the roadway below when determining required lateral offset (per FDM 215.2.4 ). (4) Ramp grades should not exceed 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm266bikepedbridge.pdf?sfvrsn=474bf7f3_12025FDM266BikePedBridge
to provide continuity to sidewalks, bicycle lanes and shared use paths. See FDM 222, 223, and 224, Bridges Project Type Category 1 per FDM 266.4? Project EOR Design Firm Contractor’s EOR Role, ) See FDM 266.4.2 for definitions of Project EOR Design Firm and Contractor’s EOR. (2) "T, pedestrian bridges must be in accordance with FDM 260.6 and FDM 260.8. (3) Account for future widening of the roadway below when determining required lateral offset (per FDM 215.2.4). (4) Ramp grades
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm266bikepedbridge.pdf?sfvrsn=d4f07d90_1Program Management Bulletin 20-01
. These requirements involve updates in the FDOT Design Manual (FDM), Standard Plans for Road and Bridge, FDOT Design Manual (FDM) 220.2.1.1 (Preemption) to FDM 220.2.1.2. 2. Insert the following as new FDM, with the MUTCD. For pavement marking material selection, see FDM 230. 3. Add the following as the last paragraph to FDM 230.3. See FDM 220 for signing and pavement marking requirements for at-grade railroad crossings. 4. Delete FDM Figure 230.3.1 and replace it with the figure shown in Attachment ‘A’. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2020/program-management-bulletin-20-01.pdf?sfvrsn=780c7a59_1programmanagementbulletin20-01
. These requirements involve updates in the FDOT Design Manual (FDM), Standard Plans for Road and Bridge, FDOT Design Manual (FDM) 220.2.1.1 (Preemption) to FDM 220.2.1.2. 2. Insert the following as new FDM, with the MUTCD. For pavement marking material selection, see FDM 230. 3. Add the following as the last paragraph to FDM 230.3. See FDM 220 for signing and pavement marking requirements for at-grade railroad crossings. 4. Delete FDM Figure 230.3.1 and replace it with the figure shown in Attachment ‘A’. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2020/programmanagementbulletin20-01.pdf?sfvrsn=2589a885_1