13214 search results for DESIGN
Programs and Services
Search Programs and Services GIS Services A Geographic Information Systems (GIS) is a technology that is designed to capture, store, manipulate, analyze, manage and present geographical data. It is the policy of the Department to deploy enterprise-wide GIS applications for its engineering, operations, planning and administrative functions
https://www.fdot.gov/gis/programs.shtmFlorida Department of Transportation
that are designed to guide the implementation process. More... Previous Next
https://www.fdot.gov/traffic/default.shtmTA Funded Projects Dashboard User Guide_ADA
. This document is designed to guide users in navigating the dashboard’s features and data. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/ta-funded-projects-dashboard-user-guide_ada.pdf?sfvrsn=c00ded8d_1Permitting & Wetlands
Permitting Process Training (2/23/2017) - This is a 1.5-hour course designed to help re
https://www.fdot.gov/environment/oem-divisions/env/permitting-wetlands2025
, and services designed to enhance work zone safety. From IoT-enabled devices to advanced signage systems
https://www.fdot.gov/construction/SWIFTTChallenge/2025Advanced Air Mobility
are designed for shorter-distance travel and enhanced accessibility. With advancements in energy power
https://www.fdot.gov/aviation/advanced-air-mobilityTFF2024 -1 Pager - SUMMARY
, local governments, MPOs, consultants, and research institutions. The meeting was designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/2024-tff-content/tff2024--1-pager---summary.pdf?sfvrsn=2fc24a97_1Travel Demand Modeling (TDM) Manual_Using Ch 1 - Overview
1. Overview Revised March 2025 1 1. Overview This portion of the Travel Demand Modeling Manual is designed to guide model users in the proper application of travel demand models to meet project needs. These models are primarily developed by FDOT to support transportation planning and analysis for an assortment of activities including: • Long Range Planning. • Project-level Traffic Forecasting. • Site Impact Analysis. • Interchange Access Requests. Though models can be applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/travel-demand-modeling-(tdm)-manual_using-ch-1---overview.pdf?sfvrsn=30b9da8c_1Grants Administration
in urbanized areas. Click here for Circular Section 5310 -- Programs for capital projects planned, designed
https://www.fdot.gov/fdottransit/transitofficehome/grantsadministration.shtmAgency Term Contract - Guardrails an Accessories
at their designated ordering location. If more time is needed, the bidder should state the extra time required, days or less upon receipt of a purchase order by the contract supplier at his designated ordering, Office a s an assurance to c ontractors, consultants, designers and the department t hat c ertain, must be in accordance with the State of Florida Department of Transportation Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/9041---contract-document.pdf?sfvrsn=e914eef5_92023FDM906BHRS
Topic #625-000-002 FDOT Design Manual 906 - Bridge Hydraulic Recommendation Sheet 906 Bridge, #625-000-002 FDOT Design Manual 906 - Bridge Hydraulic Recommendation Sheet 906.3 Profile View, the protection type. (7) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdm906bhrs.pdf?sfvrsn=e38fc98f_12024FDM906BHRS
Topic #625-000-002 FDOT Design Manual 906 - Bridge Hydraulic Recommendation Sheet 906 Bridge, #625-000-002 FDOT Design Manual 906 - Bridge Hydraulic Recommendation Sheet 906.3 Profile View, the protection type. (7) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm906bhrs.pdf?sfvrsn=9df6ecd_1536-002IntReviewPkg
Trailing Anchorage type that no longer applies. Term changed with recent MASH design update in Index, No FDOT Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product, 5 Varies Varies 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph Slab Approach Varies Varies Min. 6' Than 1:3 Or Other Hazards Are Present Guardrail Not Required Except Where Slope Steeper 1:15 For Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-002intreviewpkg.pdf?sfvrsn=1b86041a_1536-002IndReviewPkg
Trailing Anchorage type that no longer applies. Term changed with recent MASH design update in Index, No FDOT Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product, 5 Varies Varies 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph Slab Approach Varies Varies Min. 6' Than 1:3 Or Other Hazards Are Present Guardrail Not Required Except Where Slope Steeper 1:15 For Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-002indreviewpkg.pdf?sfvrsn=df0de1ac_1536-002FHWAReviewPkg
Trailing Anchorage type that no longer applies. Term changed with recent MASH design update in Index, No FDOT Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product, 5 Varies Varies 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph Slab Approach Varies Varies Min. 6' Than 1:3 Or Other Hazards Are Present Guardrail Not Required Except Where Slope Steeper 1:15 For Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-002fhwareviewpkg.pdf?sfvrsn=fc2d4a48_1536-002FHWAApproved
Trailing Anchorage type that no longer applies. Term changed with recent MASH design update in Index, No FDOT Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product, 5 Varies Varies 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph 1:15 For Design Speeds ≥50 mph 1:10 For Design Speeds ≤45 mph Slab Approach Varies Varies Min. 6' Than 1:3 Or Other Hazards Are Present Guardrail Not Required Except Where Slope Steeper 1:15 For Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-002fhwaapproved.pdf?sfvrsn=393a96a6_12026FDM126LaneRepurp
Topic #625-000-002 FDOT Design Manual January 1, 2026 126 - Lane Repurposing Projects 1 126, information. Topic #625-000-002 FDOT Design Manual January 1, 2026 126 - Lane Repurposing Projects 2 126.2 Requirements Lane repurposing projects must: • Comply with AASHTO and Department design, ” as defined in FDM 102.2). A Design Exception or Design Variation is required when an existing or proposed design element does not comply with the governing criteria. See FDM 122 for information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm126lanerepurp.pdf?sfvrsn=7f427b48_11Florida Department of Transportation’s Commitment to Communities Stronger Than Ever in 2022
with communities and partners and incorporating innovative technology and design. “Having been at FDOT, innovative technologies and design, recruit and retain a dynamic workforce, and facilitate, in all research, design, and project planning efforts. Additionally, the Department continues to focus, on customers and communities. Innovative designs were introduced, such as diverging diamond interchanges, a unique design wherein the two directions of traffic briefly drive on the opposite sides
https://www.fdot.gov/info/co/news/2022/12272022D4520000.do
on a prepared foundation, to the established lines and grades, in accordance with the design, and core forms all designed and assembled into a machine for making a single superstructure segment, ”.) (16)Methodofmixing and placing grout; equipment capacity; mix design. (17)Thevolume, responsibility for the design and engineering of the forms as well as their construction. Form all, . 452-6.6.2ConcretePlacementEquipment:Useconcreteplacement equipment of a size and design which permits placing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4520000.do571f5ddb0a18491d97d08dcbf65fb0f9.pdf?sfvrsn=6ee1eeb7_0SS4520000
, in accordance with the design, dimensions and details shown on the plans and in accordance, on the design shown in the plans. The work in this Section does not include longitudinally post, section shape at one end and adjustable soffit, side and core forms all designed and assembled, or in the erection manual. 452-6.2 Forms: Take responsibility for the design and engineering, placement equipment of a size and design which permits placing concrete within the specified time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4520000.pdf?sfvrsn=2c649539_0