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2023 BOE Manual
. For Summary of Pay Items Report requirements, see FDM 902. Item Average Unit Cost by Item Number, ) PPM/FDM Chapter(s) (As appropriate) CPAM Chapters (As appropriate) Other (As appropriate, . References- FDM Chapter, SDGs, Other: Links are provided to applicable FDOT Topic No. 600-000-002
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-boe-manual.pdf?sfvrsn=3244e10b_12025FDM212Intersections
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, guidance and warnings to ensure the safe and informed operation of the traffic stream. Refer to FDM 232, are illustrated in Figure 212.3.1 and channelized intersections in Figure 212.3.2. See FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm212intersections.pdf?sfvrsn=866453ce_12026FDM230SPavtMarkings
), and the MUTCD. Examples of typical signing and pavement marking configurations are included in FDM 230.6., criteria. Refer to FDM 261 for information regarding structural support requirements. Refer to FDM, . 230.1.3 Vertical Clearance See FDM 210.10.3 for vertical clearance requirements for sign structures. 230.2 Signing 230.2.1 Sign Placement Refer to the MUTCD, Standard Plans, and FDM 215, sheeting prior to elimination of the lighting. See FDM 231.2 for sign lighting criteria. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm230spavtmarkings.pdf?sfvrsn=3ed218c2_202026FDM212Intersections
intersections, each 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, guidance and warnings to ensure the safe and informed operation of the traffic stream. Refer to FDM 232, are illustrated in Figure 212.3.1 and channelized intersections in Figure 212.3.2. See FDM 210.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm212intersections.pdf?sfvrsn=cb5713fa_6452794 Technical Scope_Draft_rev
forth in the 2023 FDOT Design Manual (FDM). Project Abstract Milling and resurfacing on I-75 from, to determine the existing superelevation. The superelevation should be evaluated according to FDM, , FDOT Design Manual (FDM), Traffic Engineering Manual (TEM), and/or Manual on Uniform Traffic Control, Standard Plans, FDM, and MUTCD. Use permanent tape for markings on concrete bridge surfaces, . Structural Scope Items: Per section 261.8 of the FDM, an Ancillary Structures Report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/452794-technical-scope_draft_rev.pdf?sfvrsn=a80bf25_1452794 Technical Scope_Final
Manual (FDM). Project Abstract Milling and resurfacing on I-75 from N of US 301 to N of I-275, to FDM 210.9.2 to determine if correction is needed. Curves as shown in the SLD: o PI = MP 11.538, D, , FDOT Design Manual (FDM), Traffic Engineering Manual (TEM), and/or Manual on Uniform Traffic Control, current Standard Plans, FDM, and MUTCD. Use permanent tape for markings on concrete bridge, on this project. Structural Scope Items: Per section 261.8 of the FDM, an Ancillary Structures Report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/452794-technical-scope_final.pdf?sfvrsn=8dfbb5c1_1Program Management Bulletin 18-05
REQUIREMENTS FOR FDOT DESIGN MANUAL (FDM) The language for Temporary Raised Rumble Strip Sets has been revised and relocated from Temporary Traffic Control (TTC) Plan Details (FDM 240.4.2) to Temporary Traffic Control Devices (FDM 240.9). Language for Short-Term Raised Rumble Strip Sets is included under TTC Plan Details (FDM 240.4.2). 1. Replace FDM 240.4.2.16 with the following: 240.4.2.16 Short, the following to FDM 240.9: 240.9.8 Temporary Raised Rumble Strip Sets Temporary raised rumble strip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2018/program-management-bulletin-18-05.pdf?sfvrsn=a652d177_1programmanagementbulletin18-05
REQUIREMENTS FOR FDOT DESIGN MANUAL (FDM) The language for Temporary Raised Rumble Strip Sets has been revised and relocated from Temporary Traffic Control (TTC) Plan Details (FDM 240.4.2) to Temporary Traffic Control Devices (FDM 240.9). Language for Short-Term Raised Rumble Strip Sets is included under TTC Plan Details (FDM 240.4.2). 1. Replace FDM 240.4.2.16 with the following: 240.4.2.16 Short, the following to FDM 240.9: 240.9.8 Temporary Raised Rumble Strip Sets Temporary raised rumble strip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2018/programmanagementbulletin18-05.pdf?sfvrsn=1b58be0b_1CHAPTER 17
construction projects, and the structures components in Class C projects apply the FDOT Design Manual (FDM, to as the UAM). The FDM is reviewed by FHWA annually, in compliance with 23 USC 109, which, with the FDM 122 – Design Exceptions and Design Variations. If the project is off the SHS and NHS, the EOR, , the Department’s FDM 110.4.1 must be followed. The District’s 525-010-300 January 2007 Local, and Design Chapter 17-8 Design Project Manager will coordinate approvals and PSEE tracking per the FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter_17.pdf?sfvrsn=6a58dbe0_5Chapter5s13Redline
regarding the Plan Summary Boxes, please see the FDOT Design Manual (FDM) Chapter 307 and CADD, see the FDM Chapter 902 and CADD Manual Chapter 8. Topic No.: 700-000-000 Edition Date: August 1, Quantities Report 5-13-2 For Design requirements regarding the EQR, please see the FDM Chapter 902
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s13redline.pdf?sfvrsn=d7d790dd_32025FDM126LaneRepurp
Topic #625-000-002 FDOT Design Manual 126 - Lane Repurposing Projects 126 Lane Repurposing Projects Modification for Non-Conventional Projects: Delete FDM 126 . 126.1 General Lane repurposing projects (a.k.a., “lane elimination”, or “lane reduction”) are intended to reduce the number, ” as defined in FDM 102.2). A Design Exception or Design Variation is required when an existing or proposed design element does not comply with the governing criteria. See FDM 122 for information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm126lanerepurp.pdf?sfvrsn=48ee726e_22026FDM126LaneRepurp
Topic #625-000-002 FDOT Design Manual January 1, 2026 126 - Lane Repurposing Projects 1 126 Lane Repurposing Projects Modification for Non-Conventional Projects: Delete FDM 126. 126.1 General Lane repurposing projects (a.k.a. “lane elimination”, or “lane reduction”) are intended, ” as defined in FDM 102.2). A Design Exception or Design Variation is required when an existing or proposed design element does not comply with the governing criteria. See FDM 122 for information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm126lanerepurp.pdf?sfvrsn=7f427b48_112026FDM126LaneRepurp
Topic #625-000-002 FDOT Design Manual January 1, 2026 126 - Lane Repurposing Projects 1 126 Lane Repurposing Projects Modification for Non-Conventional Projects: Delete FDM 126. 126.1 General Lane repurposing projects (a.k.a. “lane elimination”, or “lane reduction”) are intended, ” as defined in FDM 102.2). A Design Exception or Design Variation is required when an existing or proposed design element does not comply with the governing criteria. See FDM 122 for information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm126lanerepurp.pdf?sfvrsn=9a990032_5Errata 2026FDM220RR
Topic #625-000-002 FDOT Design Manual January 1, 2026 220 - Railroads 1 220 Railroads: Errata Posterior to the November 1, 2025, release of the 2026 FDM, several items in the MUTCD “crosswalk” tables were identified for error correction or clarification. The tables have been updated, lines or gore areas.” Add new sentence “See FDM Exhibits 220-2 through 220-5 for examples.” Add, the grade crossing pavement marking is beyond a right-turn lane taper." [See FDM Exhibits 220-2 through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/errata/errata-2026fdm220rr.pdf?sfvrsn=f0902d6c_12024FDM920SoilSurvCorBor
of all core boring locations, in conformance with the requirements contained in FDM 905 . Show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm920soilsurvcorbor.pdf?sfvrsn=d8d36fbb_12024FDM201DesignControls
in meeting driver expectancy. See FDM 201.5 for information on Design Speed. Two examples of sudden, Center • C6 – Urban Core Additional information on context classification is included in FDM 200, . Project traffic used for design must be attested to by completing Form 130b , located in FDM 103, Target Speed value is below the existing Design Speed or Posted Speed Limit, see FDM 202, . This is to be documented on the Typical Section Package as described in FDM 120.2.3 . Table 201.5.1 provides
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm201designcontrols.pdf?sfvrsn=be346d3e_12024FDM233ITS
is found in the following locations of the FDM : • FDM 215 – lateral offset requirements for poles, to existing and new ITS facilities and infrastructure. • FDM 221 – utility coordination • FDM 261, Transportation Systems (ITS) • FDM 942 – ITS Plans content and requirements The Statewide Systems, with a railroad-highway grade crossing near or within the project limits should refer to FDM 220.2.4 . 233.1.2 Attachments to Barriers Refer to FDM 215 for information regarding proposed attachments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm233its.pdf?sfvrsn=c446578f_12024FDM271IrrigationSystem
Topic #625-000-002 FDOT Design Manual 271 - Irrigation Designs 271 Irrigation Designs 271.1 General This chapter provides the criteria and requirements for designing irrigation systems. For Irrigation Plan content and Construction Cost Estimate refer to FDM 944 . Irrigation is the application of water applied evenly on designated areas using a system of pipes and sprinkler heads. Irrigation systems are often included with landscape projects in areas where: • Rainfall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm271irrigationsystem.pdf?sfvrsn=a26f9089_12024FDM230SPavtMarkings
are included in FDM 230.6 . 230.1.1 Structural Supports AASHTO’s LRFD Specifications, to LRFDLT S - 1 p rovide structural design criteria. Refer to FDM 261 for information regarding structural support requirements. Refer to FDM 940 for information regarding plan requirements. 230.1.2, to enhanced highway signing assemblies. 230.1.3 Vertical Clearance See FDM 210.10.3 for vertical, to the MUTCD , Standard Plans , and FDM 215 for acceptable sign locations. Provide a four-foot clear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm230spavtmarkings.pdf?sfvrsn=a24d4472_1SPI-471-030
the Tables are applicable to. See FDM 115 for more information regarding use of Data Tables. Base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-471-030.pdf?sfvrsn=f47acfdb_1