13214 search results for DESIGN
Cost Trends Data
data on Lump Sum/Design Build is an effort to close the gap in data on these contract types, Contractor's are required to complete the following spreadsheet for each Lump Sum/Design Build contract, to complete the following spreadsheet for each bridge included in each Lump Sum/Design Build, items are included in a Lump Sum/Design Build contract without a bridge. Submit questions
https://www.fdot.gov/fpo/cost-trends-dataFlorida Greenbook
Apply Now Explore Previous Next Roadway Design Office Roadway Criteria Drainage Design Quality Assurance Pavement Design Landscape Architecture Standard Specifications, for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook) provides criteria
https://www.fdot.gov/roadway/floridagreenbook/fgb.shtmOOD24-04 FY2025-26 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 24-04 (FHWA Approved: 10/17/24) DATE: November 4, 2024 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction, Project Management Engineers, District Structures Design Engineers, District Roadway Design Engineers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2024/ood24-04-fy2025-26-standard-specifications.pdf?sfvrsn=4b5bfd30_12026FDM908SRCCW
Topic #625-000-002 FDOT Design Manual January 1, 2026 908 - Stormwater Runoff Control Concept Worksheet 1 908 Stormwater Runoff Control Concept Worksheet 908.1 General The Stormwater Runoff, . It is not meant to establish criteria, to inform temporary erosion or sediment control design, ’ Topic #625-000-002 FDOT Design Manual January 1, 2026 908 - Stormwater Runoff Control Concept, and wetlands (10) Locations of project discharge (to surface waters or MS4) Topic #625-000-002 FDOT Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm908srccw.pdf?sfvrsn=988eb644_3SR72-PDE_PH_ProjectFunding
FDOT Adopte d 5 - Ye ar Wo r k P ro gram July 1, 2025 to June 30, 2030 PD&E Ongoing Design Fiscal Ye ar 2026 Right-of-Way Acquisition Not Funded Construction Not Funded PROJECT F U N D I N G Public Hearing June 26, 2025 FPID: 444634-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/sr72-pde_ph_projectfunding.pdf?sfvrsn=69636cd5_1419772-3 Industry Forum Invite
I-95 at U.S. 1 Interchange I-95 at U.S. 1 Interchange I N D U S T R Y F O R U M Thursday, October 2, 2025 Join us to learn more about the upcoming Modified Phased Design Build opportunity FPID No. 419772-3 719 S. Woodland Blvd., DeLand, FL 32720 Cypress Conference Rooms 3:30 - 4:30 p.m. For more information, contact Kathleen.Enot@dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd5/documents/419772-3-industry-forum-invite.pdf?sfvrsn=2eb0250f_1SPI-460-490
Tube Retrofit) FY 2026-27 1 Index 460-490 Traffic Railing - (Rectangular Tube Retrofit) Design Criteria MASH, Test Level 4; AASHTO LRFD Bridge Design Specifications, 7th Edition, Section 13; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Traffic Railing (Rectangular, the FY 2017-18 Design Standards for information about existing 32” F-Shape and 32” Corral Shape traffic, the bridge. For installations on existing Vertical Face Traffic Railing Retrofits, Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-490.pdf?sfvrsn=baf32163_16 - NEPA Process_I95
PRO JECT DEVELOPMENT & ENVIRONMENT (PD&E) STUDY PRO C ESS Public Kick-Off Meeting October 12, 2023 (Virtual) October 17, 2023 (In-Person) Alternatives Public Workshop October 29, 2025 (Virtual) November 6, 2025 (In-Person) Public Hearing May 2026 (Tentative) • Future phases include: - Design (Partially Funded) - Right-of-Way (Unfunded) - Construction (Unfunded)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/6---nepa-process_i95.pdf?sfvrsn=1f833c3a_1SummaryOfChanges2026RPDM
2026 FDOT Rigid Pavement Design Manual Summary of the Revisions: Chapter 8 o Section 8.9, Poor Ride Quality, includes a minor update to use correct terminology of “High speed profiler.” Chapter 10 o 10.2, Slab Replacement, was updated to provide additional guidance on when to call for replacement of short slabs for constructability reasons. This is not a change in policy, but an addition of guidance at the request of the State Construction Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2026rpdm.pdf?sfvrsn=f091d796_1TEO_2026_MUTS_Bulletin_25-03
BULLETIN 25-03 DATE: November6,2025 TO: District Traffic Operations Engineers, District Design, with the 2026 Florida Design Manual (FDM) Table 122.6.2: FDOT KABCO Crash Costs. Updated references, . IMPLEMENTATION These changes are effective on projects beginning design on or after January 1, 2026, and on projects currently in the design phase where implementation will not adversely impact
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/muts/muts-2026/teo_2026_muts_bulletin_25-03.pdf?sfvrsn=3f69bc08_1SPI-425-040Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 425-040 and 425-041 Gutter Inlets FY 2026-27 1 Indexes 425-040 and 425-041 Gutter Inlets Design Criteria and Guidance 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). Type V Inlets are intended for use in valley gutter. This inlet is suitable for village
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-040series.pdf?sfvrsn=17ecf021_1Ch9DetailModelingPwrPt
FDOTSS3 Design and 3D Modeling FDOTSS3 Design and 3D Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling Vern E. Danforth, P.E., FDOT Engineering/CADD System Office Engineering/CADD System Office February 25, 2015 Detailing the Corridor Design • Intersections Traffic separator nose • MES slope transitions Median crown, pond design G • Turning Islands • Driveway and sidewalk ramps • Gore areas • Restricted left turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch9detailmodelingpwrpt.pdf?sfvrsn=c4b04520_2Ch9DetailModelingPwrPt1709232751
FDOTSS3 Design and 3D Modeling FDOTSS3 Design and 3D Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling Vern E. Danforth, P.E., FDOT Engineering/CADD System Office Engineering/CADD System Office February 25, 2015 Detailing the Corridor Design • Intersections Traffic separator nose • MES slope transitions Median crown, pond design G • Turning Islands • Driveway and sidewalk ramps • Gore areas • Restricted left turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch9detailmodelingpwrpt1709232751.pdf?sfvrsn=843d1633_2FDOTSS4ProfilesVerticalAlignmentsPresentation
Tools: Import/Export Profiles Vertical Design Standards Edit Profile by VPI Profile Reports, - Used to store chains, profiles into SS3 design file Imported Profiles -General Guidelines, with OpenRoadsif you intend to make edits in the design file. Design Standards Checks Edit Profile by VPI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4profilesverticalalignmentspresentation.pdf?sfvrsn=4dbf36e5_2FDOTSS4ProfilesVerticalAlignmentsPresentation-1711929601
Tools: Import/Export Profiles Vertical Design Standards Edit Profile by VPI Profile Reports, - Used to store chains, profiles into SS3 design file Imported Profiles -General Guidelines, with OpenRoadsif you intend to make edits in the design file. Design Standards Checks Edit Profile by VPI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4profilesverticalalignmentspresentation-1711929601.pdf?sfvrsn=b6810e7d_2VernDanforth-VerticalGeometry
from Surface Profile from Surface Profile by Best Fit D i St d d Ch k Design Standard Checks, design file Used to store chains, profiles into SS3 design file Profile from Surface Profile by Best Fit Design Standard Checks Edit Profile by VPI Edit Profile by VPI Edit Profile by VPI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/verndanforth-verticalgeometry.pdf?sfvrsn=309f00b_24150000.FHWA
by Charles Boyd of the State Structures Design Office to incorporate specification language for stainless, reinforced polymer (FRP) reinforcing steel of the quality, type, size, and quantity designated. Obtain, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed for the form, - sectional area at least 35% greater than the area of the deformed wire. 415-6.2 Design: When, of the AASHTO LRFD Bridge Design Specifications. 415-7 Method of Measurement. 415-7.1 GeneralReinforcing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4150000.fhwa.pdf?sfvrsn=d440ed72_0SP0090103LSind
special provisions consistent and pay adjustments consistent with design-build contracts, Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual, to station dimensions actually constructed within the limits designated by the Engineer; or the final, in the Contract Documents or designated by the Engineer. The Engineer will use the method, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp0090103lsind.pdf?sfvrsn=f18d3cf3_1CH 5_redline_2025-02
subrecipient grant and funding programs and projects are managed in various offices: • Design: o, charge. The Department may consider past performance of the designated responsible charge, that the agreement is received by a designated point of contact in the LA and then that person may forward, agreement to the District Secretary, District Transportation Development Director or their designee
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-5_redline_2025-02.pdf?sfvrsn=d27d7f59_1CHAPTER 5
programs and projects are managed in various offices: • Design: o Highway Beautification • Planning, of the designated responsible charge, as applicable to Chapter 7.4. • Review of past performance, be set up so that the agreement is received by a designated point of contact in the LA, Management: Grant Agreements Financial Management Chapter 5-18 Development Director or their designee
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter-5-final_2020-07-16.pdf?sfvrsn=2ebc88e1_13