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https://www.fdot.gov/contracts/district-offices/d3/more-quick-links.shtmE54F5Addendum005
Florida Department of Transportation RON DESANTIS GOVERNOR 719 South Woodland Boulevard DeLand, FL 32720-6834 JARED W. PERDUE, P.E. SECRETARY Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov June 18, 2025 ADDENDUM NO. 5 To: ALL DESIGN-BUILD FIRMS Project Description: I-75 Improvements from S.R. 200 to S.R. 326 Financial Project No.: 452074-1-52-01, 448376-1-52-01, of the addendum on the Design-Build Proposal Of Form (Form No. 375-020-12) in the space provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e54f5/e54f5addendum005.pdf?sfvrsn=a53f0dba_1SPI-125-001
Standard Plans Instructions Topic No. 625-010-003 Index 125-001 Utility Adjustments Thru Existing Pavement FY 2026-27 1 Index 125-001 Utility Adjustments Thru Existing Pavement Design Criteria N/A Design Assumptions and Limitations Index 125-001 provides the minimum requirements for the excavation and backfill of utilities placed below existing pavement on the State Highway System, including requirements for replacement of the pavement. Index 125-001 is intended to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-125-001.pdf?sfvrsn=579a37cd_1SPI-141-T01
Standard Plans Instructions Topic No. 625-010-003 Index 141-T01 Settlement Plate FY 2026-27 1 Index 141-T01 Settlement Plate Design Criteria FDOT Soils & Foundations Handbook ( S&FH ) Design Assumptions and Limitations Index 141-T01 includes the details for the Department standard settlement plate assembly for settlement monitoring. For additional information on settlement monitoring and use of this Index, refer to the S&FH , Chapter 7 The use of Index 141-T01 requires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-141-t01.pdf?sfvrsn=c346acf1_1SPI-521-512
Standard Plans Instructions Topic No. 625-010-003 Index 521-512 Concrete Barrier /Noise Wall Junction Slab FY 2026-27 1 Index 521-512 C oncrete Barrier /Noise Wall Junction Slab Design Criteria See Instructions for Index 521-510. Design Assumptions and Limitations Use this Standard with Index 521-510 when the Concrete Barrier/ Noise Wall (8'-0") is installed on a retaining wall. If walls greater than 8 feet tall are required contact SDO. Plan Content Requirements See Instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-512.pdf?sfvrsn=52b1601c_1SPI-508-T01
Standard Plans Instructions Topic No. 625-010-003 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals FY 2026-27 1 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals Design Criteria Traffic Engineering Manual (TEM); Manual on Uniform Traffic Control Devices (MUTCD) Design Assumptions and Limitations Index 508-T01 provides typical applications of traffic control devices for movable span bridges. See Notes on Index 508-T01. The use of Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-508-t01.pdf?sfvrsn=a80def39_1SPI-700-090
Standard Plans Instructions Topic No. 625-010-003 Index 700-090 Dynamic Message Sign Walk-In FY 2026-27 1 Index 700-090 D ynamic Message Sign Walk-In Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1); Structures Manual (SM), Volume 3, Design Assumptions and Limitations To be used in conjunction with Indexes 700-040 and 700-041. See notes Index 700-090. See FDM 230 and 233. Plan Content Requirements See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-090.pdf?sfvrsn=f526c5fc_1BCover
Effective for Projects with Lettings in the Fiscal Year (FY) from July 1, 2026 through June 30, 2027 FDOT Roadway Design Office To p ic No: 625-010-003 2025-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N State of Florida Department of Transportation Office of Design Mail Station 32 605 Suwannee Street Ta llahassee, Florida 32399-0450 2026-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/bcover.pdf?sfvrsn=8c4fca9e_1BCover
Effective for Projects with Lettings in the Fiscal Year (FY) from July 1, 2026 through June 30, 2027 FDOT Roadway Design Office To p ic No: 625-010-003 2025-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N State of Florida Department of Transportation Office of Design Mail Station 32 605 Suwannee Street Ta llahassee, Florida 32399-0450 2026-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/bcoverb74680e4-dfaa-4891-b782-e3503f486575.pdf?sfvrsn=de2c4200_1SPI-548-020
-Permanent FY 2026-27 1 Index 548-020 MSE Retaining Wall Systems -Permanent Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines ( SDG) ; AASHTO-AGC-ARTBA Task, . Design Assumptions and Limitations 1. It is the responsibility of the Engineer of Record to determine, for the internal stability of the wall. External stability design, including foundation and slope, inlets present, design and analysis for both internal and external stability shall be considered. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-548-020.pdf?sfvrsn=5265ad47_1SPI-546Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 546-010 and 546-020 Ground-In Rumble Strips FY 2026-27 1 Indexes 546-010 and 546-020 Ground-In Rumble Strips Design Criteria FDOT Design Manual (FDM) Usage Criteria Limited Access – See FDM 211.4.4 . Arterials and Collectors – See FDM 210.4.6 . Plan Content Requirements See FDM 940 for plan content requirements. For highly variable shoulder widths the Engineer can establish a consistent location and specify it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-546series.pdf?sfvrsn=766f1b12_1SPI-635-001
Standard Plans Instructions Topic No. 625-010-003 Index 635-001 Pull and Splice Boxes FY 2026-27 1 Index 635-001 Pull and Splice Boxes Design Criteria National Electrical Manufacturers Association (NEMA) and American National Standards Institute/Society of Cable Telecommunications Engineers (ANSI/SCTE) 77 2017 Specification Design Assumptions and Limitations Index 635-001 provides requirements for installation of buried pull and splice boxes. See Specification 635
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-635-001.pdf?sfvrsn=e1e83814_1FGB-Members
CS FDOT Staff Derwood Sheppard, P.E. - State Roadway Design Engineer (Committee Chair) (FDOT, - District Design Engineer (FDOT - District 1) Shane Parker, P.E. - Public Works Director, . Thomas, P.E - District Design Engineer (FDOT - District 2) Gene Howerton, P.E. - Vice, Scurlock, P.E. - District Design Engineer (FDOT - District 3) Keith Bryant, P.E., P.T.O.E., ) D4 District 4 John Olson, P.E - District Design Engineer (FDOT - District 4) Vacant
https://www.fdot.gov/roadway/floridagreenbook/fgb-membersSR 710 Corridor Improvement
Interactive GIS Map Design, /Martin County Line County: Okeechobee FPID: 447555-2 (goes with 447555-1 and 453333-3) Design Start, ) Design Start Year: 2024 R/W: 2026 Construction: July 2029 Project Manager: Robert Lopes More Details, Martin Hwy County: Martin FPID: 447555-1 (goes with 447555-2 and 453333-3) Design Start Year: 2024 R/W, County: Martin FPID: 453333-2 Design Start Year: 2024 R/W: 2027 Construction: July 2030 Project
https://www.fdot.gov/projects/sr-710/sr-710-corridor-improvement2024FDM906BHRS
Topic #625-000-002 FDOT Design Manual 906 - Bridge Hydraulic Recommendation Sheet 906 Bridge, through the channel opening. (4) Show limits of abutment protection. Topic #625-000-002 FDOT Design, ) For non-tidal crossings, indicate the Normal High Water (NHW) and Design Flood elevations. For tidal crossings, indicate the Mean High Water (MHW) and Design Flood Stage elevations. (8) When practical, show the profile of the expected design scour (contraction and long-term scour along
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm906bhrs.pdf?sfvrsn=308003fe_1E3W23ScheduleOfEvents
RFP provided to Design-Build Firms confinuing to Phase II of the procurement process by 4:00pm, Deadline for Design-Build Firm to request parficipafion in Risk Register and One-on- One Alternafive, Ranae.Dodson@dot.state.fl.us to submit your request. 08/21/2023 Deadline for Design-Build Firm to submit preliminary list, will be allofted for this Meefing. 08/29/2023 Deadline for Design-Build Firm to request parficipafion in Risk, . 09/05/2023 Deadline for Design-Build Firm to submit preliminary list of Risk Register items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23scheduleofevents.pdf?sfvrsn=e534439b_943359245801-PLANS-03-SIGNALIZATION
PROJECT MANAGER: GOVERNING DESIGN STANDARDS: 6:52:14 PM P:\2016\SP16D1001 (US 41 - 69th to Cortez, following website: http://www.fdot.gov/design/standardplans Standard Plans for Road Construction, TO DEVELOP THE ARE IN THEIR FINAL CONFIGURATION AND THE SIGNAL IS OPERATING AS DESIGNED, CONFIGURATION AND THE SIGNAL IS OPERATING AS DESIGNED. (863-519-2216) WHEN ALL LANES, STRIPING, SIGNALS, CONFIGURATION AND THE SIGNAL IS OPERATING AS DESIGNED. (863-519-2216) WHEN ALL LANES, STRIPING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/43359245801-plans-03-signalization.pdf?sfvrsn=c4ae90ce_1SS2340000
are designated as B-12.5. The Contractor may use a Type SP-12.5 mixture, (Traffic Level B or C) in lieu, and physical properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design: Unless otherwise specified, design the mix such that all requirements for a Type SP-12.5, the aggregate consensus properties at design as specified in 334-3.2.3. Meet the criteria specified, of the mix (as indicated on the mix design) for every one inch of desired thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss2340000.pdf?sfvrsn=b806a02b_0SS2340000
. ConstructaSuperpaveAsphaltConcretebasecourseasdefinedinthese Specifications. Base course mixes are designated as B-12.5, fractions to meet the grading and physical properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design: Unless otherwise specified, design the mix such that all, Aggregate Consensus Properties: Meet the aggregate consensus properties at design as specified in 334-3.2.3, of the mix (as indicated on the mix design) for every one inch of desired thickness, or as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss23400005845783a42a640c9bd504cdfbf1f73f7.pdf?sfvrsn=1f549394_0SS2340000
. ConstructaSuperpaveAsphaltConcretebasecourseasdefinedinthese Specifications. Base course mixes are designated as B-12.5, fractions to meet the grading and physical properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design: Unless otherwise specified, design the mix such that all, Aggregate Consensus Properties: Meet the aggregate consensus properties at design as specified in 334-3.2.3, of the mix (as indicated on the mix design) for every one inch of desired thickness, or as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2340000.pdf?sfvrsn=2cfeca66_0