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Skip to main content INDEX A-Z Search County Road 510 Design Projects Frequently Asked Questions Frequently Asked, and receive project updates. How can I obtain the latest design materials? The latest materials for CR, page of this website. Please check back regularly for updates as the design is constantly evolving
https://www.fdot.gov/projects/cr510/faqsgraphicproposaldeerfieldbeach2017
streets. This sustainable design will incorporate beautiful landscapes, support the green, . This is the design intent for the proposed areas between SR 811 (Dixie Hwy) and SR 5/ US 1 (Federal Hwy, 1 (Federal Hwy) showing paver sidewalk and landscape plantings. This is the design intent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/landscape-architecture/graphicproposaldeerfieldbeach2017.pdf?sfvrsn=5510c495_1SPI-654-001
Standard Plans Instructions Topic No. 625-010-003 Index 654-001 Rectangular Rapid Flashing Beacon Assembly FY 2024-25 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly Design Criteria FDOT Traffic Engineering Manual (TEM) ; Manual on Uniform Traffic Control Devices (MUTCD); FDOT Design Manual (FDM); AASHTO LRFD Specifications for Structural Supports for Highway Signs, to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References Design Assumptions and Limitations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-654-001.pdf?sfvrsn=a3693c9c_22024June-Fri08-ValueEngineering
-Aid Major project on or off the NHS ➢ Not Design Build ➢ Any project FHWA determines appropriate, Study Project Life Cycle Scope/Concept Development Design Construction Operation & Maintenance, . • Traffic Control Plans • Preliminary Cost Estimate ➢ Design Typical Information Required : When to apply VE Florida D epartment of Transportation 13 ➢ Design/Build Projects • 23 CFR 627.9, for VE (What) Florida D epartment of Transportation 16 • Consultant • In-house ◼ Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri08-valueengineering.pdf?sfvrsn=113248d6_19480901int
d : O t h e r Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design, talent; explain how? Will ensure that the design reflects a structural liner that will protect, in accordance with the AASHTO LRFD Bridge Design Specifications. Assume a fully deteriorated condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9480901int.pdf?sfvrsn=1239f22a_1Exhibit 913-1
(TRAFFIC C) (1 OPTIONAL BASE GROUP 1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 55 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 12000 ESTIMATED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-1.pdf?sfvrsn=f4732e18_1Exhibit 913-3
= C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2036 AADT = 38900 ESTIMATED OPENING YEAR = 2020 AADT = 21000 CURRENT YEAR = 2018 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-3.pdf?sfvrsn=688a1ffd_1Exhibit 913-4
CONTEXT CLASSIFICATION = C2T DESIGN SPEED = 30 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT = 25800 CURRENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-4.pdf?sfvrsn=9e523a7_1Exhibit 913-5
CLASSIFICATION = C3 DESIGN SPEED = 50 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT = 25800 CURRENT YEAR = 2018
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-5.pdf?sfvrsn=26867ebd_1Exhibit 913-12
. 2033+50.00 TO STA. 2034+00.00 TRAFFIC DATA - RAMP B DESIGN SPEED = 45 MPH DESIGN HOUR T = 8% K = 10% D = 61% T = 15.7% (24 HOUR) ESTIMATED DESIGN YEAR = 2045 AADT = 50,000 ESTIMATED OPENING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-12.pdf?sfvrsn=81c17a90_1Redlines Exhibit 913-1
(TRAFFIC C) (1 OPTIONAL BASE GROUP 1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 55 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 12000 ESTIMATED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1.pdf?sfvrsn=87defcb6_1Redlines Exhibit 913-4
CONTEXT CLASSIFICATION = C2T DESIGN SPEED = 30 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT = 25800 CURRENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-4.pdf?sfvrsn=6e0c07c8_1Redlines Exhibit 913-3
= C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2036 AADT = 38900 ESTIMATED OPENING YEAR = 2020 AADT = 21000 CURRENT YEAR = 2018 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-3.pdf?sfvrsn=af90bac8_1Ch5TemplateDesign(2of3)
FDOTSS3 Template Design FDOTSS3 Template Design O SS3 e p ate es g Basics - Part 2/2 O SS3 e p ate es g Basics - Part 2/2 Vern E. Danforth, P.E. Engineering/CADD System Support November 19 2014 November 19, 2014 Session Overview Templates - What’s changed vs. FDOTSS2 FDOTSS2 Template Library Conversion Utility Project Template Library Project Template Library Create Template Dialog Template Library Organizer Template Library Organizer Design/Build Templates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch5templatedesign(2of3)_90646ab2-a29e-474a-9945-61b8e5efa0d1.pdf?sfvrsn=620a6711_0Exhibit 913-3
ASPHALT PAVEMENT (2 ¼" DEPTH) CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11% K = 11% D = 58% T = 22% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 38900 ESTIMATED OPENING YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-3.pdf?sfvrsn=c958ce59_1Exhibit 913-4
CONTEXT CLASSIFICATION = C2T DESIGN SPEED = 30 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT = 25800 CURRENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-4.pdf?sfvrsn=b317d759_1Exhibit 913-5
CLASSIFICATION = C3 DESIGN SPEED = 50 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 30600 ESTIMATED OPENING YEAR = 2020 AADT = 25800 CURRENT YEAR = 2018
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-5.pdf?sfvrsn=51c9c4da_1Exhibit 913-12
. 2033+50.00 TO STA. 2034+00.00 TRAFFIC DATA - RAMP B DESIGN SPEED = 45 MPH DESIGN HOUR T = 8% K = 10% D = 61% T = 15.7% (24 HOUR) ESTIMATED DESIGN YEAR = 2045 AADT = 50,000 ESTIMATED OPENING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-12.pdf?sfvrsn=477b12bb_1SPI-654-001
Standard Plans Instructions Topic No. 625-010-003 Index 654-001 Rectangular Rapid Flashing Beacon Assembly FY 2025-26 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly Design Criteria FDOT Traffic Engineering Manual (TEM) ; Manual on Uniform Traffic Control Devices (MUTCD); FDOT Design Manual (FDM); AASHTO LRFD Specifications for Structural Supports for Highway Signs, to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References Design Assumptions and Limitations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-654-001.pdf?sfvrsn=8e5120fb_1SPI-460-252
Standard Plans Instructions Topic No. 625-010-003 Index 460-252 Access Door Assembly for Steel Box Sections FY 2025-26 1 Index 460-252 Access Door Assembly for Steel Box Sections Design Criteria Structures Design Guidelines (SDG) 5.6.2 Design Assumptions and Limitations This Access Door Assembly standard is intended for use inside steel box girders to restrict access at end bents and to restrict ingress of birds and bats at end bents and between the ends of adjacent box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-252.pdf?sfvrsn=85a7233d_1