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2026FDM922MiscStruct
. Examples of control plan details are included in the Structures Detailing Manual. See FDM 262, Rating Summary sheet is required for box culverts classified as bridge culverts (per FDM 265.1, details. (5) Include the applicable details in FDM 922.4. (6) Place the following notes adjacent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm922miscstruct.pdf?sfvrsn=16358e86_4SPI-455-440
Manual (FDM); Structures Design Guidelines (SDG); Structures Detailing Manual (SDM) Design Assumptions, and FDM 262 and include them in the plans. Use combinations of straight and corner piles, as necessary. See FDM 115 for more information regarding use of Data Tables. Standard Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-440.pdf?sfvrsn=e2355be2_1SPI-515-052
Standard Plans Instructions Topic No. 625-010-003 Index 515-052 Pedestrian/Bicycle Railing (Steel) FY 2026-27 1 Index 515-052 Pedestrian/Bicycle Railing (Steel) Design Criteria Structures Design Guidelines (SDG 6.8); FDOT Design Manual (FDM) Design Assumptions and Limitations This railing, hazard is less than 5'-0" and is required by design or permit stipulations. Refer to FDM 222, Construction, Section 649-4. See FDM 127 for responsibilities of Local Maintaining Agencies
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revised document in accordance with the requirements of FDM 130. If the original professional engineer, to indicate the deleted sheet. See FDM 910 for instructions on recording a revision on the Key Sheet, will be transferred to the appropriate office (see FDM 131.2.1). The receiving office will check
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Standard Plans Instructions Topic No. 625-010-003 Index 515-062 Pedestrian/Bicycle Railing (Aluminum) FY 2026-27 1 Index 515-062 Pedestrian/Bicycle Railing (Aluminum) Design Criteria Structures Design Guidelines (SDG 6.8); FDOT Design Manual (FDM) Design Assumptions and Limitations, -off hazard is less than 5'-0" and is required by design or permit stipulations. Refer to FDM 222, based powders are permitted. See FDM 127 for responsibilities of Local Maintaining Agencies. Plan
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. Examples of control plan details are included in the Structures Detailing Manual. See FDM 262, sheet is required for box culverts classified as bridge culverts (per FDM 265.1). 922.5 Three-Sided, ) Include the applicable details in FDM 922.4. (6) Place the following notes adjacent to the plan
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revised document in accordance with the requirements of FDM 130. If the original professional engineer, to indicate the deleted sheet. See FDM 910 for instructions on recording a revision on the Key Sheet, will be transferred to the appropriate office (see FDM 131.2.1). The receiving office will check
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Topic #625-000-002 FDOT Design Manual January 1, 2026 243 – Portable Changeable Message Signs 1 243 Portable Changeable Message Signs 243.1 General See FDM 240 for additional information concerning the use of portable changeable message signs (PCMS). A PCMS is required for nighttime work that takes place within 4 feet of the traveled way, and should be considered for the following, Form 243-A (located in FDM 103) and FDM 921 for instructions on showing the worksheet information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm243pcms.pdf?sfvrsn=7dc76d74_42025FDMPart1DevelopmentProcess
PURPOSE: This Florida Department of Transportation (FDOT) Design Manual (FDM) sets forth, FDOT Design Manual 100 - Introduction 1. ORGANIZATION The FDM is a three-part manual. Part 1, for future use. 2. DISTRIBUTION This document is available electronically on the FDM web page: https://www.fdot.gov/roadway/fdm/ FDM users can register to receive notification of updates, FAX Number (850) 414-5261 https://www.fdot.gov/roadway/ 3. REVISIONS AND UPDATES FDM users
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with Resurfacing, Restoration, and Rehabilitation (RRR) projects as described in FDM 210.1.1, safety and require an approved Design Exception or Design Variation when they are not met. See FDM 201 for information on Design Speed. See FDM 122 for information on Design Exceptions and Design Variations. Example roadway typical sections are included in the exhibits in FDM 306 . Criteria regarding lanes, medians, and shoulders for bridges are illustrated in FDM 260.1.1. Subsequent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2021/2021fdm210arterialscollectors.pdf?sfvrsn=74f8a505_3453560 Technical Scope_Draft_rev
forth in the 2023 FDOT Design Manual (FDM). Project Description: This is a RRR project. Mill, . No superelevation is required for these curves as shown in FDM Table 210.9.1. Curves as shown, , and reflectivity. See FDOT Standard Plans, FDOT Design Manual (FDM), Traffic Engineering Manual (TEM, , FDM, and MUTCD. Use permanent tape for 6” White, 8” White, and 6” Yellow markings on concrete, are anticipated for structures located within the project limits. Per section 261.8 of the FDM
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involvement activities. See FDM 104 . (13) Develop Pavement Type Selection Report based on FDOT, FDM 111.7 ). The design controls as addressed in this manual include: • design speed • design, , and documented. See FDM 201.5 for information on selecting the appropriate design speed for the project, Exception or Design Variation, as described in FDM 122 , must be obtained when selected project, Agency List described in FDM 115.4 . Use sole sourcing only when a single product is acceptable
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. (12) Identify and implement needed public involvement activities. See FDM 104 . (13) Develop, for the selected project design controls and standards in Project Documentation (see FDM 111.7 ). The design, , confirmed as valid and consistent with the overall corridor or system, and documented. See FDM 201.5, Exception or Design Variation, as described in FDM 122 , must be obtained when selected project design, described in FDM 115.4 . Use sole sourcing only when a single product is acceptable. Provide
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needed public involvement activities. See FDM 104 . (13) Develop Pavement Type Selection Report based, 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. Either a Design Exception or Design Variation, as described in FDM 122 , must be obtained when selected, the Local Agency List described in FDM 115.4 . Use sole sourcing only when a single product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm110initialengineering.pdf?sfvrsn=64bc56dd_22025FDM201DesignControls
is an important aspect in meeting driver expectancy. See FDM 201.5 for information on Design Speed. Two, classification is included in FDM 200 . Contact the District Complete Streets Coordinator to obtain, 130-B , located in FDM 103 . Traffic data used for design includes: (1) AADT for the current year, Design Speed or Posted Speed Limit, see FDM 202 for Speed Management techniques that may, the Target Speed. The FDOT Context Classification Guide and FDM 202 provide additional
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activities. See FDM 104 . (13) Develop a Pavement Type Selection Report based on the FDOT, in Project Documentation (see FDM 111.7 ). The design controls as addressed in this manual include, . See FDM 201.5 for information on selecting the appropriate design speed for the project. Either a Design Exception or Design Variation, as described in FDM 122 , must be obtained when, of products, use the Local Agency List described in FDM 115.4 . Use sole sourcing only when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm110initialengineering.pdf?sfvrsn=413345b4_22024FDM910KeySignature
title of the component; e.g., “ROADWAY PLANS”, “LIGHTING PLANS”, “LANDSCAPE PLANS”. See FDM 910.2.5, into the Work Program Administration (WPA) system during final design. See FDM 111.2.1, have a separate Financial Project ID and are typically treated as a strung project (see FDM 910.2.10, on the Standard Plans and Standard Specifications , see FDM 115 . When Standard Plans Interim, : • See FDM 132 for revisions prior to Letting • See FDM 151 for revisions during construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm910keysignature.pdf?sfvrsn=e87d49c9_1Draft RDO Bulletin 22-03
Concept Implementation This bulletin updates the 2023 FDOT Design Manual (FDM) chapter 251 Stormwater Runoff Control Concept (SRCC) Development and introduces new chapter FDM 908 Stormwater Runoff Control Concept Worksheet. REQUIREMENTS Add the following as new FDM 251.2 and FDM 251.3 251.2, www.fdot.gov 251.3.1 SRCC Worksheet See FDM 908 for SRCC Worksheet requirements. 251.3.2 SWPPP Template, the following as new FDM 908 Stormwater Runoff Control Concept Worksheet 908.1 General Stormwater
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Topic 625-000-002 (FDM) [Chapter 224] defines on-system multi- use trails or SUP. FDOT Office of Design, file) FDM Topic 625-000-002 (Chapter 913) provides information about Typical Section schematics: fdot.gov/roadway/FDM/Default.shtm Chapter 316, F.S., defines bicycles, pedestrians, and other, ) or outside of FDOT owned ROW (off-system) FDM Topic 625-000-002 (Chapter 224) defines on-system multi-use trails or Shared Use Paths (SUP): fdot.gov/roadway/FDM FDOT Topic 625-000-015
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_requestforfunding_guidance_2023.pdf?sfvrsn=1483c306_1453561 Technical Scope_Draft_rev
adhere to the standards set forth in the 2023 FDOT Design Manual (FDM). Project Description, : There are two (2) existing horizontal curves within the project limits as shown on SLD 13175000. FDM Table, to FDM 210.9.2 to determine if correction is needed. Curves as shown in the SLD: o PI=4.142, D=1, , placement, and reflectivity. See FDOT Standard Plans, FDOT Design Manual (FDM), Traffic Engineering, : Restripe roadway per current Standard Plans, FDM, and MUTCD. Use permanent tape for markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453561-technical-scope_draft_rev.pdf?sfvrsn=f02bec4c_1