13214 search results for DESIGN
OOD23-01 FY2024-25 Standard Specifications - Revised(signed)
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 23-01, Operations, District Directors of Transportation Development, District Design Engineers, District, Consultant Project Management Engineers, District Structures Design Engineers, District Roadway Design, Administrators FROM: Michael Shepard, P.E., Director, Office of Design COPIES: Will Watts, Dan Hurtado, Tim
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2023/ood23-01-fy2024-25-standard-specifications---revised(signed).pdf?sfvrsn=b5816004_1Exhibit 212-1
distances ( For RRR Projects with Design Speeds of 50 mph and 2) ) of 240 ft. L - Total, with Design Speeds of 1) NOTE: (mph) Speed Entry (mph) Speed Design 45 35 85 75 155 35 25 75, Speed Roadways Average Running Speed For For Low Speed Roadways 10 mph Below Design Speed Entry, For For Low Speed Roadways 10 mph Below Design Speed Entry Speed:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-1.pdf?sfvrsn=b986dd95_1SPI-521-510
Standard Plans Instructions Topic No. 625-010-003 Index 521-510 Concrete Barrier/Noise Wall (8'-0") FY 2026-27 1 Index 521-510 C oncrete Barrier/Noise Wall (8'-0") Design Criteria NCHRP Report 350 TL-4; NCHRP Report 663; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (8'-0") is the basic, wall. To preserve the crashworthiness of the design, this barrier must be used in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-510.pdf?sfvrsn=1bd092ab_1SPI-700-031
Standard Plans Instructions Topic No. 625-010-003 Index 700-031 External Lighting for Signs FY 2026-27 1 Index 700-031 External Lighting for Signs Design Criteria AASHTO LRFD Specifications, Manual (SM), Volume 3, FDOT Modifications to LRFDLTS-1; FDOT Design Manual (FDM) Design Assumptions, 230. Design wind speed is 170 MPH, and is applied in one direction at a time while mounted at 32, is for maintenance of the sign and luminaire. Design for the assembly including luminaire with the shear pin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-031.pdf?sfvrsn=cd81c51c_1FAQ SM 2026
regularly for any updates to the Manual. You should also regularly check the Structures Design Office Website for any Structures Design Bulletins or other important announcements. You can also sign up, by visiting the Archived Publications page of the Structures Design Office Website. I have Adobe Acrobat, or add content from new Structures Design Bulletins directly into the pdf files that are downloaded, are the documents provided on the Structures Design Office Internet Website
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2026/faq-sm-2026.pdf?sfvrsn=61b94a19_1OOD25-04
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 25-04, , District Directors of Transportation Development, District Design Engineers, District Construction, Management Engineers, District Structures Design Engineers, District Roadway Design Engineers, : Will Potter, P.E., Director, Office of Design COPIES: Will Watts, Jennifer Marshall, Rudy Powell
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood25-04.pdf?sfvrsn=8ca58ad_1OOD25-04 FY2026-27 Standard Specifications
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 25-04, , District Directors of Transportation Development, District Design Engineers, District Construction, Management Engineers, District Structures Design Engineers, District Roadway Design Engineers, : Will Potter, P.E., Director, Office of Design COPIES: Will Watts, Jennifer Marshall, Rudy Powell
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2025/ood25-04-fy2026-27-standard-specifications.pdf?sfvrsn=af1e6d72_1SPI-430-020
Standard Plans Instructions Topic No. 625-010-003 Index 430-020 Flared End Section FY 2026-27 1 Index 430-020 Flared End Section Design Criteria and Guidance 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 . Additionally, w hen the slope intersection permits, 12" and 15" flared end sections may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-430-020.pdf?sfvrsn=38d40b44_1Ch5TemplateDesign(3of3)Q&A
1 Q&A for . . . January 7, 2015 Roadway Design & 3D Modeling- Ch5 Template Design (Part 3 of 3) Q: Where can I find the power point for this webinar series? A: All webinars recorded, , the complexity of the template design is more than what can be explained in this type of support, to show you how to design this part of your template. Thank you. Q: What are the switches following, uses FDOT Templates and shows how to modify them to suit your template design needs. I do not recall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(3of3)q-a.pdf?sfvrsn=76dcc1b6_2Ch5TemplateDesign(3of3)Q&A-328692236
1 Q&A for . . . January 7, 2015 Roadway Design & 3D Modeling- Ch5 Template Design (Part 3 of 3) Q: Where can I find the power point for this webinar series? A: All webinars recorded, , the complexity of the template design is more than what can be explained in this type of support, to show you how to design this part of your template. Thank you. Q: What are the switches following, uses FDOT Templates and shows how to modify them to suit your template design needs. I do not recall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(3of3)q-a-328692236.pdf?sfvrsn=ebcc8bed_2RampTerminalsDetailsGoreAreasPresentation
FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) Vern E. Danforth, P.E., FDOT Engineering/CADD System Office May 27, 2015 Detailing the Corridor Design • Intersections • Traffic separator nose • Median, • MES slope transitions • Median crown crossover • Retention pond design • Ramp Terminals (Gore, Viewer to verify design QUESTIONS AND COMMENTS Thank you for attending ! http://www.dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/rampterminalsdetailsgoreareaspresentation.pdf?sfvrsn=6fde415d_2RampTerminalsDetailsGoreAreasPresentation1161678883
FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) FDOTSS3 Design and 3D Modeling Ramp Terminal Details (Gore Areas) Vern E. Danforth, P.E., FDOT Engineering/CADD System Office May 27, 2015 Detailing the Corridor Design • Intersections • Traffic separator nose • Median, • MES slope transitions • Median crown crossover • Retention pond design • Ramp Terminals (Gore, Viewer to verify design QUESTIONS AND COMMENTS Thank you for attending ! http://www.dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/rampterminalsdetailsgoreareaspresentation1161678883.pdf?sfvrsn=dde6083_2DEV416-937PIAS (8-20-24)
for use in structural applications where designated in the Plans. Requirements provided, hole remain as designed for the Type HV adhesive. 416-2.1.3 Storage of Materials: The adhesive, detector specifically designed for locating steel in concrete to avoid conflicts with existing steel, a metal detector specifically designed for locating steel in concrete to avoid conflicts with existing, in tension to the lesser of 80% of the yield strength of the anchor or 100% of the factored design load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev416-937pias-(8-20-24).pdf?sfvrsn=e2037466_29900301int
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, and changeable message signs shall be designed to provide 180 days of continuous operation with minimum, Electrical system batteriesunit shall be designed to provide 21 days of continuous operation without, level indicator shall be provided. 3.The battery, controller, and power panel shall be designed, leveling pads, one on each of the four frame corners. 4.The trailer shall be designed to be set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9900301int.pdf?sfvrsn=a7441d9_19750000-723FHWA
post-tensioning anchorages or other areas designated in the Plans. The components of the coating, of Section 563. The manufacturer shall designate non-sacrificial products as water cleanable, coating system to provide a waterproof barrier over post-tensioning anchorages or other areas designated, with the requirements of Section 563. The manufacturer shall designate non-sacrificial products as water
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9750000-723fhwa.pdf?sfvrsn=b053fe65_19600000.origind
No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design, for design capacity. Manufacturers seeking approval of PT systems for inclusion on the Structures Design, . The component materials must not chemically degrade during the design life of the structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9600000.origind.pdf?sfvrsn=3778ec17_0Estimates Bulletin 15-04
Suwannee Street Tallahassee, FL 32399-0450 4JtJ./#rI JIM BOXOLD SECRETARY ROADWAY DESIGN BULLETIN 15-11 J;2 MATERIALS BULLETIN 11-15 ~UI'-/1 STRUCTURES DESIGN BULLETIN 15-05 . 9, Operations, District Directors of Transportation Development, District Design Engineers, District Consultant, , District Geoteclmical Engineers , District Structures Design Engineers, District Roadway Design, ., State Roadway Design Engineer Timothy Ruelke, P.E, Director, Office of Materials Robert V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpc/2015/estimates-bulletin-15-04.pdf?sfvrsn=dbf50a99_1SP4550000DB
STRUCTURES FOUNDATIONS (DESIGN BUILD). (REV 4-18-16) (FA 6-2-16) (1-17) SECTION 455 is deleted, District Materials Office or designated storage location. 455-1.1 Monitor Existing Structures, a qualified Specialty Engineer to design cofferdams, and to sign and seal the plans and specification requirements. Send the designs to the Engineer for his records before beginning construction. Provide, determination of anchor reaction member depths. In this case, provide a loading apparatus designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp4550000db.pdf?sfvrsn=64786dd0_1FDOT_WORK PROGRAM_POWERPOINT 100925 Final
5/LONG KEY BRIDGE REHABILITATION PROJECT – 455886-1 Status • Design upcoming Project Details, • Design upcoming Project Details • Rehabilitation of the bridge to extend service life, MULTIMODAL TRAIL PROJECTS – 440909-2 / 452558-2 Status • Design is upcoming Project Details, • Design underway Project Details • Repaving and restriping the interse ction • Recons tructing, COASTAL SHORELINE STABILIZATION PROJECT – 454029-1 Status • Design is underway Project Details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/be-rail-smart/fdot_work-program_powerpoint-100925-final.pdf?sfvrsn=5988a87c_11020302-Man03.FHWA
of the Design Standards and when applicable, in accordance with the approved vendor drawings, as provided, : ProvideFurnish, install, maintain, remove and relocate signs in accordance with the Plans and Design Standards, the manufacturer’s recommendations on the APL vendor drawings or as specified in the Design Standards. 102-9.2.1, in the Design Standards. Provide Federal Highway Administration’s (FHWA) accepted sign substrate for use, mounting criteria cannot be achieved in accordance with Design Standards, Index No. 600 and a barrier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1020302-man03.fhwa.pdf?sfvrsn=d72fe2b1_0