1785 search results for fdm
ADA
of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance, Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program, FLORIDA SHS & U.S. NHS = FDM FGB = FLORIDA LOCAL ROA D S 7 Unobstructed Clear W i d th, SAFETY & ACCESSIBILITY! 8 Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) FDM 222 PEDESTRIAN FAC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/ada.pdf?sfvrsn=789d0fd_12024FDM241LaneClosrAnlys
241.1 General See FDM 240 for requirements and criteria concerning lane closures. 241.2 Lane, in FDM 241.5 . 1 ATC Actual Traffic Counts. Use current traffic counts. Traffic counts can, to two lane roadways (see the tables in FDM 241.6 to obtain the Obstruction Factor and Work Zone, clearance less than 6 ft. (see Obstruction Factor Table in FDM 241.6 ). 11 WZF Work Zone Factor (WZF, lane roadway converted to two way, one lane (see the Work Zone Factor Table in FDM 241.6 ). 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm241laneclosranlys.pdf?sfvrsn=8de9726c_12024FDM241LaneClosrAnlys
241.1 General See FDM 240 for requirements and criteria concerning lane closures. 241.2 Lane, in FDM 241.5 . 1 ATC Actual Traffic Counts. Use current traffic counts. Traffic counts can, only applies to two lane roadways (see the tables in FDM 241.6 to obtain the Obstruction Factor, ft. and lateral clearance less than 6 ft. (see Obstruction Factor Table in FDM 241.6 ). 11 WZF, in FDM 241.6 ). 12 TLW Travel Lane Width is used to determine the obstruction factor (see
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm241laneclosranlys.pdf?sfvrsn=d81d0f19_1SPI-330-001
Standard Plans Instructions Topic No. 625-010-003 Index 330-001 Paved and Graded Driveways FY 2024-25 1 Index 330-001 Paved and Graded Driveways Design Criteria FDOT Design Manual (FDM) and FDOT Flexible Pavement Design Manual (FPDM) Design Assumptions and Limitations Index 330-001 provides standard requirements for construction of paved or graded driveways installed on either, with the requirements of FDM 214 . Coordinate with the District Roadway Design Office to determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-330-001.pdf?sfvrsn=297d16a6_2SPI-425-030Series
Standard Plans Instructions Topic No. 625-010-003 Index 425-030 Through 425-032 Barrier Inlets FY 2024-25 1 Index 425-030 through 425-032 Barrier Inlets Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Median Barrier Inlet is not suitable for use in pedestrian traffic or bicycle way. Adjacent Barrier, in accordance with the requirements of the Basis of Estimates Manual ( BOE ) and the FDM. Specify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-030series.pdf?sfvrsn=26f63c96_2SPI-425-040Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 425-040 and 425-041 Gutter Inlets FY 2024-25 1 Indexes 425-040 and 425-041 Gutter Inlets Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Type S inlets are intended for use in shoulder gutter on facilities subject to heavy wheel loads (H-20, of the Basis of Estimates Manual ( BOE ) and the FDM. Require the reticuline grate option for Type S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-040series.pdf?sfvrsn=ff8d31e7_2SPI-425-051
Standard Plans Instructions Topic No. 625-010-003 Index 425-051 Ditch Bottom Inlet Type B FY 2024-25 1 Index 425-051 Ditch Bottom Inlet Type B Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations The general purpose of the inlet top designs are: a. For ditches, medians or other areas subject to traffic, ) and the FDM. The type of top (single or double slots) depends on the approach ditch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-051.pdf?sfvrsn=dff466e4_2SPI-425-053
Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2024-25 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations These inlets are designed for use in ditches, medians, pavement areas, or other areas subject, in accordance with the requirements of the Basis of Estimates Manual ( BOE ) and the FDM. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-053.pdf?sfvrsn=1bf965fe_2SPI-425-054
Standard Plans Instructions Topic No. 625-010-003 Index 425-054 Ditch Bottom Inlet Type J FY 2024-25 1 Index 425-054 Ditch Bottom Inlet Type J Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for use in ditches, medians, pavement areas, or other areas subject to heavy traffic, ) and the FDM. Call out Alternate G Grates when galvanized grates are required. Payment Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-054.pdf?sfvrsn=9d883721_2SPI-430-010Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-010 through 430-012 U-Type Concrete Endwalls FY 2024-25 1 Index 430-010 through 430-012 U-Type Concrete Endwalls Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Locate endwalls in accordance with the Drainage Manual Chapter 3 . Steel Grating, of Miscellaneous Drainage Items in accordance with FDM 916 . Clearly show the location of each U
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-430-010series.pdf?sfvrsn=b5082cd4_2SPI-430-020
Standard Plans Instructions Topic No. 625-010-003 Index 430-020 Flared End Section FY 2024-25 1 Index 430-020 Flared End Section Design Criteria Drainage Manual (DM) ; FDOT Design Manual (FDM) ; Drainage Design Guide (DDG); Structures Design Guidelines (SDG) Design Assumptions and Limitations Locate flared end sections in accordance with the Drainage Manual Chapter 3, of Sidedrain, or Summary of Miscellaneous Drainage Items in accordance with FDM 916 . Clearly show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-430-020.pdf?sfvrsn=26ceaac1_2SPI-515-070
is not required and pedestrian drop-off hazards do not exceed 5’-0”. Refer to FDM 215 and FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-070.pdf?sfvrsn=63a1c843_2SPI-515-080
Code permit is not required and pedestrian drop-off hazards do not exceed 5’-0”. Refer to FDM 215 and FDM 222 , for the definition of vehicular and pedestrian "drop-off hazards". This guiderail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-080.pdf?sfvrsn=b33e4caf_2SPI-548-030
Plans in accordance with the requirements of FDM 262, and SDM Chapter 19 include them, Tables on the retaining wall supplemental detail sheets. See FDM 115 for more information regarding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-548-030.pdf?sfvrsn=8625e21_2SPI-591-001
in FDM 115 . Pavement, base, concrete curb and gutter, concrete sidewalk, landscape, irrigation, Office monitor, into the appropriate component plan set in accordance with FDM 901 . Provide plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-591-001.pdf?sfvrsn=54fd8d57_2SPI-700-020e
References; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-020, Library website. Plan Content Requirements Column size must be shown in the Plans. See the FDM 940
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-020e.pdf?sfvrsn=61138724_22025FDM241LaneClosrAnlys
241.1 General See FDM 240 for requirements and criteria concerning lane closures. 241.2 Lane, in FDM 241.5. 1 ATC Actual Traffic Counts. Use current traffic counts. Traffic counts can be obtained, roadways (see the tables in FDM 241.6 to obtain the Obstruction Factor and Work Zone Factor). 10, less than 6 feet (see the Obstruction Factor Table in FDM 241.6). 11 WZF Work Zone Factor (WZF, roadway converted to two-way, one-lane (see the Work Zone Factor Table in FDM 241.6). Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm241laneclosranlys.pdf?sfvrsn=7bb52e44_1202 Community Awareness Plan
104 of FDOT Design Manual (FDM). The information provided in FDM 104 includes a suggested CAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/public-engagement-resource-guide/202-community-awareness-plan.pdf?sfvrsn=7e434750_3Developmental Design Criteria
a process for the Department to develop future FDM criteria for new or innovative design concepts and technologies.Use Development Design Criteria in accordance with the FDOT Design Manual (FDM
https://www.fdot.gov/roadway/fdm/devSPI-330-001
Standard Plans Instructions Topic No. 625-010-003 Index 330-001 Paved and Graded Driveways FY 2025-26 1 Index 330-001 Paved and Graded Driveways Design Criteria FDOT Design Manual (FDM) and FDOT Flexible Pavement Design Manual (FPDM) Design Assumptions and Limitations Index 330-001 provides standard requirements for construction of paved or graded driveways installed on either, with the requirements of FDM 214 . Coordinate with the District Roadway Design Office to determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-330-001.pdf?sfvrsn=e28ead72_1