1785 search results for fdm
2026FDM215RoadsideSafety
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 Do not apply RRR criteria in this chapter, , but this may be superseded for criteria specific to FDOT, including FDM 215.2.4 for Lateral Offsets and FDM 215.2.6 for Roadside Slope Criteria.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_72024FDMPart2DesignCriteria
. 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_202025FDM122VarExcept
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_22024FDM212Intersections
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_12025FDM223Bikes
as defined by FDM 211 . The various methods of providing bicycle facilities are discussed in FDM 223.2, . See FDM 223.2.1.3 when the bicycle lane is adjacent to a right-turn lane or bus bay. 223.2.1.2, 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, shoulder and high- speed curbed roadways, but not less than 5 feet. See FDM 223.4 for bicycle lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm223bikes.pdf?sfvrsn=25cfd6b6_52024FDM122VarExcept
, construction, and maintenance. For RRR projects, see also FDM 114.1.1 . 122.1.1 Safety Improvement, ) Audible and vibratory treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211, if the driver leaves the roadway (See FDM 215 ): (a) Remove or relocate fixed objects (b) Traversable, FDM 210.4.6 for arterials and collectors. See FDM 211 .4.4 for LA Facilities.) (4) To improve, ) Safety edge treatment (5) To reduce crash severity if driver leaves the roadway (See FDM 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm122varexcept.pdf?sfvrsn=3e781a0b_12024FDM122VarExcept
, construction, and maintenance. For RRR projects, see also FDM 114.1.1 . 122.1.1 Safety Improvement, 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, treatment, (See FDM 210.4.6 for arterials and collectors. See FDM 211 .4.4 for LA Facilities, FDM 215 ): (a) Remove or relocate fixed objects (b) Traversable slopes (c) Breakaway safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm122varexcept.pdf?sfvrsn=23e25c46_12025FDM122VarExcept
, construction, and maintenance. For RRR projects, see also FDM 114.1.1 . 122.1.1 Safety Improvement, ) 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 the ability to recover if the driver leaves, severity if the driver leaves the roadway (see FDM 215 ): (a) Remove or relocate fixed objects (b, 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/review/2025fdm122varexcept.pdf?sfvrsn=e3d91264_22025FDM210ArterialsCollectors
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 913 . 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/2025/review/2025fdm210arterialscollectors.pdf?sfvrsn=b5864af9_12DDC 218 PI
for the geometric layout of protected intersections. The criteria contained in the FDM are supplemented, Intersections · Provide predictability in traffic movement See FDM 210.3 for design guidance, the effective turning radii and providing a motorist yielding zone. See FDM 222.2.5 on criteria for curb, truck apron to the bicycle channelization islands. See FDM 210.3.2.6 for criteria on mountable, area also acts as a two- stage bicycle turn box. See FDM 223.2.1.5 for more information on two-stage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/ddc-218-pi.pdf?sfvrsn=febcbc99_12024FDM115StdPlans
Plans website. Identify the governing version for each project in accordance with FDM 910 . See, for Non-Conventional Projects: Delete FDM 115.1.1 and see the RFP for the governing Standard Plans, documentation in the Project Documentation folder; see FDM 111.7 . The Standard Plans may, be referenced in accordance with FDM 910 . 115.2.4 Developmental Standard Plans Developmental, the FDM . Follow the process illustrated in Figure 115.2.1 when seeking approval to use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm115stdplans.pdf?sfvrsn=f14dd959_12024FDM115StdPlans
Plans website. Identify the governing version for each project in accordance with FDM 910 . See, for Non-Conventional Projects: Delete FDM 115.1.1 and see the RFP for the governing Standard Plans, is documented. Place documentation in the Project Documentation folder; see FDM 111.7 . The Standard, is applicable to a project, it must be referenced in accordance with FDM 910 . 115.2.4, or as part of criteria included within the FDM . Follow the process illustrated in Figure 115.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm115stdplans.pdf?sfvrsn=4733339d_12025FDM260BridgeStruct
are illustrated in FDM 260.1.1. Subsequent sections of this chapter contain specific information, for C1 and C2 context classifications or 6 feet for all other context classifications. Refer toSee FDM, with a future project. Modification for Non-Conventional Projects: Delete FDM 260.2.2 and see RFP, , refer to FDM 215 . 260.6 Vertical Clearance For roadway, pedestrian, or railroad bridges over, , place a note in the plans as shown in FDM 914 . Roadway or Railroad bridge over Arterial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm260bridgestruct.pdf?sfvrsn=9bb37d86_3