13221 search results for DESIGN
STR-25-02
): STR-25-02 Requesting Office CO Structures Design Priority 2 of 4 Proposed Title Investigating, ) reinforcing in bridge railings. Previous studies identified a critical design section, results may lead to improved design methods, construction guidelines, and more resilient structures, in structures. Affected Offices Central Office Roadway Design Office, Central Office Structures Design Office Existing Work Wu, Chenglin. (2021). Design and Numerical Evaluation of GFRP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/str-25-02.pdf?sfvrsn=7ad7299c_1447435_TSP_Approved_rev
INTERMODAL SYSTEMS DESIGN ENGINEER FDOT DISTRICT STRUCTURES FDOT DISTRICT DESIGN ENGINEER ENGINEER FDOT DISTRICT TRAFFIC OPERATIONS DESIGN & POSTED SPEEDS TARGET SPEED TYPICAL SECTION ELEMENTS CONCURRING WITH: DESIGN & POSTED SPEEDS TARGET SPEED CONCURRING WITH: NOT USED NOT USED, SPEED = 50 MPH TYPE E CURB AND GUTTER TYPE E CURB AND GUTTER POSTED SPEED = 50 MPH DESIGN SPEED = 50 MPH DESIGN HOUR T = 3.45% K = 9.5% D = 56.0% T = 6.9% (24 HOUR) ESTIMATED DESIGN YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435_tsp_approved_rev.pdf?sfvrsn=8c17593_1Divisions
coordinates Computer Aided Drafting and Design (CADD) applications, support and training for the Florida, and expectations for the project. Training (Link) The Production Support Office and the Office of Design
https://www.fdot.gov/designsupport/divisions.shtmSPI-400-021
Standard Plans Instructions Topic No. 625-010-003 Index 400-021 Concrete Steps FY 2024-25 1 Index 400-021 Concrete Steps Design Criteria Florida Building Commission " Florida Building Code ", 2004 Edition Design Assumptions and Limitations Do not use Index 400-021 for suspended (structural) steps or stairways. Maximum of 12 risers permitted between level landing areas. Use of Indexes 515-052 , 515-062 , 515-070 , 515-080 or project specific pedestrian railings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-021.pdf?sfvrsn=42429f35_2Bulletin Industry Review
Skip to main content INDEX A-Z Search Structures Design Bulletin Industry Review Bulletin Subject Industry Comments SDB 20-03 Concrete I-Beam Stability Criteria Comments SDB 20-04 Class 5 Coating Approval, for Pretensioned Concrete Beams Comments SDB 24-01 Analysis and Design Criteria for Straight Steel I-Girders
https://www.fdot.gov/structures/memos/bulletin-industry-review44461215201_Typical Package_Final_1_24_2022
: CONTEXT CLASSIFICATION SPEED CONCURRENCE: DESIGN SPEED AND POSTED TYPICAL SECTION CONCURRENCE, OPERATIONS FDOT DISTRICT DESIGN ENGINEER DEVELOPMENT MANAGER FDOT DISTRICT INTERMODAL SYSTEMS FDOT DISTRICT DESIGN ENGINEER DESIGN ENGINEER FDOT DISTRICT STRUCTURES FHWA TRANSPORTATION ENGINEER 2, FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SUPERELEVATION CROSS SLOPE DESIGN, DESIGN SPEED = 45 MPH DESIGN HOUR T = 1.5% K = 9% D = 54.5% T = 3% (24 HOUR) ESTIMATED DESIGN YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/44461215201_typical-package_final_1_24_2022.pdf?sfvrsn=b3b05ff0_1Ch103DConstructionModelsForDelivery
FDOTSS3 Design and 3D Modeling Chapter 10 3D Models for Construction Vern E. Danforth, P.E., FDOT Engineering/CADD System Office March 4, 2015 2015 CADD Manual 2015 CADD Manual 2015 CADD Manual Creating 3D_Deliverables Steps to follow: Alignments Design File Alignments Reports to XML 2D files Create Saved View for 2D planimetrics* Use fence copy to new file Save as DGN and DWG 3D files Set Corridor Stage to final Create Saved View for 3D breaklines* Use fence copy to new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch103dconstructionmodelsfordelivery_7a32e292-59e5-4325-87c5-5a5f9fca63a4.pdf?sfvrsn=4d827b1e_0Exhibit 212-7
INTERSECTION SIGHT DISTANCE: 6-LANE DIVIDED (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 22' or Less x (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 30' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) 35'-50' Median 64' Median r (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 35' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) 40'-64' Median v vL 73.5 WB-62FL (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-7.pdf?sfvrsn=d62278d2_2Exhibit 212-6
SIGHT DISTANCE: 4-LANE DIVIDED (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 22' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 35' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 30' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft, , Not From The Cross Road Stop Where The Median Is Sufficiently Wide For The Design Vehicle To Pause
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-6.pdf?sfvrsn=7a151db1_2Exhibit 212-6
SIGHT DISTANCE: 4-LANE DIVIDED (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 22' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 35' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 30' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft, , Not From The Cross Road Stop Where The Median Is Sufficiently Wide For The Design Vehicle To Pause
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-6.pdf?sfvrsn=d29d96ad_1Exhibit 212-7
INTERSECTION SIGHT DISTANCE: 6-LANE DIVIDED (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 22' or Less x (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 30' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) 35'-50' Median 64' Median r (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) Median 35' or Less (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft.) 40'-64' Median v vL 73.5 WB-62FL (mph) Speed Design (Ft.) (Ft.) (Ft.) (Ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-7.pdf?sfvrsn=f6b1c45a_1Other Resources
INDEX A-Z Search Other Resouces FDOT Sites FDOT Americans with Disabilities/Accessibility (ADA) Basis of Estimates Manual Structures Design Office of Construction Utilities Standard Specifications, Guidelines Manual on Uniform Traffic Control Devices (MUTCD) AASHTO Committee on Design Federal
https://www.fdot.gov/roadway/other-resourcesSPI-400-021
Standard Plans Instructions Topic No. 625-010-003 Index 400-021 Concrete Steps FY 2025-26 1 Index 400-021 Concrete Steps Design Criteria Florida Building Commission " Florida Building Code ", 2004 Edition Design Assumptions and Limitations Do not use Index 400-021 for suspended (structural) steps or stairways. Maximum of 12 risers permitted between level landing areas. Use of Indexes 515-052 , 515-062 , 515-070 , 515-080 or project specific pedestrian railings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-021.pdf?sfvrsn=29f7d798_1SPI-521-513
Standard Plans Instructions Topic No. 625-010-003 Index 521-513 Concrete Barrier /Noise Wall T-Shaped Spread Footing FY 2025-26 1 Index 521-513 C oncrete Barrier /Noise Wall T-Shaped Spread Footing Design Criteria See Instructions for Index 521-510 and/or Index 521-511. Design Assumptions and Limitations Use this Standard with Index 521-510 and/or 521-511 when the Concrete Barrier / Noise Wall (8'-0") and/or (14'-0") is installed on a T-Shaped spread footing. Footing stem wall may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-513.pdf?sfvrsn=88ccb006_1SPI-521-514
Standard Plans Instructions Topic No. 625-010-003 Index 521-514 Concrete Barrier /Noise Wall L-Shaped Spread Footing FY 2025-26 1 Index 521-514 C oncrete Barrier /Noise Wall L-Shaped Spread Footing Design Criteria See Instructions for Index 521-510 and/or Index 521-511. Design Assumptions and Limitations Use this Standard with Index 521-510 and/or 521-511 when the Concrete Barrier / Noise Wall (8'-0") and/or (14'-0") is installed on an L-Shaped spread footing. Footing stem wall may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-514.pdf?sfvrsn=57d05c39_1SPI-521-515
Standard Plans Instructions Topic No. 625-010-003 Index 521-515 Concrete Barrier /Noise Wall Trench Footing FY 2025-26 1 Index 521-515 C oncrete Barrier /Noise Wall Trench Footing Design Criteria See Instructions for Index 521-510 and/or Index 521-511. Design Assumptions and Limitations Use this Standard with Index 521-510 and/or 521-511 when the Concrete Barrier / Noise Wall (8'-0") and/or (14'-0") is installed on a trench footing. Footing stem wall may be widened at no additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-515.pdf?sfvrsn=2b9087b4_1SummaryOfChanges2025FPDM
2025 FDOT Flexible Pavement Design Manual Summary of the Revisions: • Chapter 4 o updated majority of chapter per Roadway Design Bulletin 24-03, Friction Course Policy o Section 4.4, final bullet added a reference to the GTR for additional details on where to omit FC-5 near toll facilities; this was for clarification purposes only • Chapter 5 o Table 5.4 & Table 5.6 added a new Optional Base Material (Calcarenite); this was also added to the Standard Specifications o Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2025fpdm.pdf?sfvrsn=afea635e_1STR-26-05
): STR-26-05 Requesting Office CO Design Structures Priority 5 of 5 Proposed Title Application of UHPC, . In addition, camber is a difficult phenomenon to predict and design guidelines will need, of potential design and construction scenarios, interview of UHPC providers, coordination with UHPC providers for development of an optimal mix design. Physical testing of the structural system, design guidelines for using Ultra-High Performance Concrete (UHPC) for Florida Slab Beam (FSB) decks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/str-26-05.pdf?sfvrsn=84c9a991_1Lane Repurposing Intial Notice to Central Office_02.05.25
: ____________ Design Speed: ____________ Target Speed: _____________ Existing Transit Facilities (stops, ___________________________________ Date: _______________________ District Design Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/lane-repurposing/lane-repurposing-intial-notice-to-central-office_02-05-25.docx?sfvrsn=174894ee_1LR Final Notice and Recommendation_02.05.25
: ____________ Existing Posted Speed: ______________ Proposed Posted Speed: ____________ Design Speed, ___________________________________ Date: _______________________ District Design Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/lane-repurposing/lr-final-notice-and-recommendation_02-05-25.docx?sfvrsn=68634168_1