1785 search results for fdm
SPI-400-010
Bridge Design Specifications ; Structures Design Guidelines (SDG), FDOT Design Manual (FDM) Design, and related drawings as specified in SDM Chapter 19 and FDM 262. The Program outputs five text, a texture from Index 534-200 in the Retaining Wall Notes. See FDM 115 for more information, to FDM 902 for guidance on the Estimated Quantities Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-010.pdf?sfvrsn=2d05b603_1SPI-660-001
Standard Plans Instructions Topic No. 625-010-003 Index 660-001 Vehicle Loop Installation FY 2026-27 1 Index 660-001 Vehicle Loop Installation Design Criteria FDOT Design Manual (FDM); FDOT Traffic Monitoring Handbook (TMH), FHWA Traffic Detector Handbook: Third Edition-Volume II- FHWA-HRT-06-139 (TDH) Design Assumptions and Limitations When applicable it is acceptable to use existing loop and traffic pull box nearest the existing controller to connect new conduit runs and loop lead
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-660-001.pdf?sfvrsn=7dc666eb_1Exhibit 211-4
' or 76.39:1 (use 80:1) Per FDM 210.8.1 maximum deflections without NOTE: to be increased based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-4.pdf?sfvrsn=ef7fa518_22026FDM222Peds
in the FDM and Department’s Standard Plans, the following documents provide Americans with Disabilities, 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 on aesthetic, context classification. (4) See FDM 260.2.2 for sidewalk width requirements on bridges. See FDM 214, for minimum sidewalk width and vertical clearance as required in this section and FDM 222.2.1.2. Refer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm222peds.pdf?sfvrsn=beb419a7_5Bulletin/Memorandum - 2015 to Present
Roadway Design Bulletin 25-03 2026 FDOT Design Manual (FDM), 2026 Drainage Manual, and 2026 Flexible, (FDM), 2025 Drainage Manual, and 2025 Flexible Pavement Design Manual 10/31/24 RDB 24-03 Roadway, This bulletin updates the 2024 FDOT Design Manual (FDM) criteria for Community Aesthetic Features (CAF, Bulletin 24-01 This bulletin updates the 2023 FDOT Design Manual (FDM) 251 Stormwater Runoff Control Concept (SRCC) Development and introduces new FDM 908 Stormwater Runoff Control Concept Worksheet
https://www.fdot.gov/roadway/bulletin/default.shtm2024FDM128FedAidCert
), and as discussed in FDM 128.2 . For those projects that FDOT has oversight responsibility, FDOT, are: (1) Typical Section Package: The typical section package should be prepared as described in FDM, ) Design Plans Phase Reviews: Plan reviews should be conducted as described in FDM 120, review and concurrence. (See Form 128-A, in FDM 103 ) Modification for Non-Conventional Projects, as described in FDM 901 . (See Form 128-B , in FDM 103 ) (6) Design Exceptions: Design Exceptions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm128fedaidcert.pdf?sfvrsn=2578fe92_12025FDM128FedAidCert
), and as discussed in FDM 128.2. For those projects that FDOT has oversight responsibility, FDOT will act, as described in FDM 120.2.3 and 120.3.2. Concurrence by the District Design Engineer documents, ) Design Plans Phase Reviews: Plan reviews should be conducted as described in FDM 120. Concurrence, and concurrence. (See Form 128-A, in FDM 103) Modification for Non-Conventional Projects: Delete the above paragraph and replace with the following: Plan reviews will be conducted as described in FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm128fedaidcert.pdf?sfvrsn=912e803c_12025FDM262RetWalls
), the Structures Detailing Manual (SDM) , and the applicable Standard Plans Instructions (SPI) . See FDM 215, traffic railing requirements. See FDM 222 for pedestrian and bicycle rail requirements. See, for maintenance vehicles. See SDG Chapter 3 for information regarding partial height walls. See FDM, drawings in accordance with FDM 152 . Proprietary retaining wall design plans are not required in the contract plans for normal wall projects (see FDM 262.2.2 ). If the proprietary walls are two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm262retwalls.pdf?sfvrsn=8ed5aafe_12025FDM128FedAidCert
), and as discussed in FDM 128.2 . For those projects that FDOT has oversight responsibility, FDOT, are: (1) Typical Section Package: The typical section package should be prepared as described in FDM, ) Design Plans Phase Reviews: Plan reviews should be conducted as described in FDM 120, review and concurrence. (See Form 128-A, in FDM 103 ) Modification for Non-Conventional Projects, as described in FDM 901 . (See Form 128-B , in FDM 103 ) (6) Design Exceptions: Design Exceptions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm128fedaidcert.pdf?sfvrsn=f586812a_22026FDM128FedAidCert
Interest” (PoDI), and as discussed in FDM 128.2. For those projects that FDOT has oversight, ) Typical Section Package: The typical section package should be prepared as described in FDM 120.2.3, Certification 5 (5) Design Plans Phase Reviews: Plan reviews should be conducted as described in FDM 120, of FHWA review and concurrence. (See Form 128-A, in FDM 103) Modification for Non-Conventional, as described in FDM 901. (See Form 128-B, in FDM 103) (6) Design Exceptions: Design Exceptions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm128fedaidcert.pdf?sfvrsn=e6512668_42026FDM128FedAidCert
Interest” (PoDI), and as discussed in FDM 128.2. For those projects that FDOT has oversight, ) Typical Section Package: The typical section package should be prepared as described in FDM 120.2.3, Certification 5 (5) Design Plans Phase Reviews: Plan reviews should be conducted as described in FDM 120, of FHWA review and concurrence. (See Form 128-A, in FDM 103) Modification for Non-Conventional, as described in FDM 901. (See Form 128-B, in FDM 103) (6) Design Exceptions: Design Exceptions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm128fedaidcert.pdf?sfvrsn=97d711d2_22024FDM943Lighting
This chapter provides the requirements for the development of Lighting Plans. See FDM 231, sheet (11”x17”) created using the FDOT CADD Software. Follow the requirements contained in FDM, FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910 for an example, on standard-format sheet (11”x17”). See FDM 914 for additional information concerning general notes, -standard foundations. Produce this sheet using a standard-format sheet (11”x17”). See FDM 920
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm943lighting.pdf?sfvrsn=a04826d5_1SPI-440Series
Standard Plans Instructions Topic No. 625-010-003 Index 440-001 Underdrain & Index 440-002 Underdrain Inspection Box FY 2024-25 1 Index 440-001 Underdrain & Index 440-002 Underdrain Inspection Box Design Criteria FDOT Design Manual (FDM); Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations The type of underdrain should be selected to meet design water, pipes should be specified. For underdrain inspection box See FDOT Design Manual (FDM) 925
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-440series.pdf?sfvrsn=5fdd945e_1SPI-700-120
Standard Plans Instructions Topic No. 625-010-003 Index 700-120 Enhanced Highway Signing Assembly FY 2024-25 1 Index 700-120 Enhanced Highway Signing Assembly Design Criteria FDOT Design Manual (FDM) Design Assumptions and Limitations The designs shown in Index 700-120 are based on systems crash tested for compliance with the AASHTO Manual for Assessing Safety Hardware (MASH, in the signing callout label (e.g., Enhanced Highway Signing Assembly, Type A1). See FDM 940 plan content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-120.pdf?sfvrsn=2d9d79a1_12024FDM943Lighting
This chapter provides the requirements for the development of Lighting Plans. See FDM 231, sheet (11”x17”) created using the FDOT CADD Software. Follow the requirements contained in FDM, works). See FDM 910.2.6.1 for instructions on including early works sheets. See FDM 910, notes on standard-format sheet (11”x17”). See FDM 914 for additional information concerning general, -standard foundations. Produce this sheet using a standard-format sheet (11”x17”). See FDM 920
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm943lighting.pdf?sfvrsn=e649de65_1SPI-425-070
Standard Plans Instructions Topic No. 625-010-003 Index 425-070 Skimmer for Outlet Control Structures FY 2024-25 1 Index 425-070 Skimmer for Outlet Control Structures Design Criteria FDOT Design Manual (FDM) FDM 308; Drainage Manual (DM) ; Structures Design Guidelines (SDG) Design Assumptions and Limitations This skimmer is intended for use on Type C, D, or E Ditch Bottom Inlets that are used as outlet control structures of stormwater management facilities. To minimize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-070.pdf?sfvrsn=74a15949_22025FDM943Lighting
This chapter provides the requirements for the development of Lighting Plans. See FDM 231, sheet (11”x17”) created using the FDOT CADD Software. Follow the same requirements contained in FDM, 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. 943.3 General Notes General Notes sheets, . Place general notes on standard-format sheet (11”x17”). See FDM 914 for additional information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm943lighting.pdf?sfvrsn=867a7faa_1SPI-425-070
Standard Plans Instructions Topic No. 625-010-003 Index 425-070 Skimmer for Outlet Control Structures FY 2025-26 1 Index 425-070 Skimmer for Outlet Control Structures Design Criteria FDOT Design Manual (FDM) FDM 308; Drainage Manual (DM) ; Structures Design Guidelines (SDG) Design Assumptions and Limitations This skimmer is intended for use on Type C, D, or E Ditch Bottom Inlets that are used as outlet control structures of stormwater management facilities. To minimize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-070.pdf?sfvrsn=8d3e5d6b_1SPI-440Series
Standard Plans Instructions Topic No. 625-010-003 Index 440-001 Underdrain and Index 440-02 Underdrain Inspection Box FY 2025-26 1 Index 440-001 Underdrain and Index 440-002 Underdrain Inspection Box Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations The type of underdrain should be selected to meet, (FDM) 925. Standard Plans Instructions Topic No. 625-010-003 Index 440-002 Underdrain Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-440series.pdf?sfvrsn=ac5be0d3_1SPI-700-120
Standard Plans Instructions Topic No. 625-010-003 Index 700-120 Enhanced Highway Signing Assembly FY 2025-26 1 Index 700-120 Enhanced Highway Signing Assembly Design Criteria FDOT Design Manual (FDM) Design Assumptions and Limitations The designs shown in Index 700-120 are based on systems crash tested for compliance with the AASHTO Manual for Assessing Safety Hardware ( MASH, ” identification in the signing callout label (e.g., Enhanced Highway Signing Assembly, Type A1). See FDM 940
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-120.pdf?sfvrsn=f0c0541b_1