13229 search results for DESIGN
6650000-723origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6650000-723origind.pdf?sfvrsn=27421136_16710000-723origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6710000-723origind.pdf?sfvrsn=9cf9e15e_16800000-723origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6800000-723origind.pdf?sfvrsn=795546f6_12025FDM920SoilSurvCorBor
Topic #625-000-002 FDOT Design Manual 920 - Soil Survey Sheet and Boring Coring Data 920 Soil Survey Sheet and Boring Coring Data 920.1 General This chapter provides the requirements for the development of Soil Survey sheets and Boring Cross Sections sheets. Place a core bore symbol, in a xml file (3D model) generated from the FDOT January 1, 2025 1 Topic #625-000-002 FDOT Design, STATE OF FLORIDA CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS FINANCIAL PROJECT ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm920soilsurvcorbor.pdf?sfvrsn=9f4643f7_3Chapter11s2
at the plant each day, for each design mix on the first five loads, and one every five loads thereafter, by the Contractor’s Technician at the plant shall be compared to the mix design’s mixing temperature, delivery tickets. The temperature measurements taken at the roadway shall be compared to the mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s2.pdf?sfvrsn=86a4168f_8Chapter11s2Redline
the temperature of the asphalt mix at the plant each day, for each design mix on the first five loads, and one, measurements taken by the Contractor’s Technician at the plant shall be compared to the mix design’s, taken at the roadway shall be compared to the mix design’s compaction temperature. The temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s2redline.pdf?sfvrsn=2c7c41a6_5Program Management Meorandum 23-02
Michael Shepard, Director, Office of Design Lance Grace, Director, Office of Maintenance COPIES: Daniel, Shepard ______________________________________ ___________ Director, Office of Design Date Lance, of Construction Michael Shepard, Director, Office of Design Lance Grace, Director, Office of Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2023/program-management-meorandum-23-02.pdf?sfvrsn=10323f82_1PM Memo 23-02 Mandatory No2 (FHWA 1273)
Michael Shepard, Director, Office of Design Lance Grace, Director, Office of Maintenance COPIES: Daniel, Shepard ______________________________________ ___________ Director, Office of Design Date Lance, of Construction Michael Shepard, Director, Office of Design Lance Grace, Director, Office of Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2023/pm-memo-23-02-mandatory-no2-(fhwa-1273).pdf?sfvrsn=e32d353c_12026FDM925RdwyXSections
Topic #625-000-002 FDOT Design Manual January 1, 2026 925 - Roadway Cross Sections 1 925 Roadway Cross Sections 925.1 General Cross sections depict the existing ground and manmade features and proposed roadway template as sections perpendicular to the respective stations along, . Topic #625-000-002 FDOT Design Manual January 1, 2026 925 - Roadway Cross Sections 2 925.3, parallel drainage pipes or structures is not required. Topic #625-000-002 FDOT Design Manual January 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm925rdwyxsections.pdf?sfvrsn=96b76183_2Exhibit 906-1
) are immediate upstream and HYDRAULIC DESIGN DATA WATER SURFACE ELEVATIONS: N.H.W. (Non-Tidal) 24.6 M.H.W. (Tidal) N/A CONTROL (Non-Tidal) N/A M.L.W. (Tidal) N/A FLOOD DATA: MAX EVENT OF RECORD DESIGN, a 1% chance of being exceeded in any given year (100 year frequency). Design Flood: Utilized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-906-1.pdf?sfvrsn=c906f6e6_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/2026/exhibit-913-1.pdf?sfvrsn=1a3d9f60_1Exhibit 913-4
STABILIZATION TRAFFIC DATA 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-4.pdf?sfvrsn=c250d5cb_1Exhibit 913-3
(TRAFFIC E) (1 MILL EXISTING 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 = 2036 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-3.pdf?sfvrsn=bf46e5cc_1SPI-460-252
Standard Plans Instructions Topic No. 625-010-003 Index 460-252 Access Door Assembly for Steel Box Sections FY 2026-27 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/2027/spi/spi-460-252.pdf?sfvrsn=4075553b_12026FDM131PlansProcessing
Topic #625-000-002 FDOT Design Manual January 1, 2026 131 - Plans Processing 1 131 Plans, Design Manual January 1, 2026 131 - Plans Processing 2 Modification for Non-Conventional, of Award of Contract, (g) Executed Form of Contract, (h) Contract Bond, (i) Design Liability, ), (k) Addenda, written statements or transcripts or minutes of oral representation by Design-Build, change to the Specifications, Design Standards, or other contract documents, caused by changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm131plansprocessing.pdf?sfvrsn=3e380f03_9SPI-654-001
Standard Plans Instructions Topic No. 625-010-003 Index 654-001 Rectangular Rapid Flashing Beacon Assembly FY 2026-27 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/2027/spi/spi-654-001.pdf?sfvrsn=36ffae99_12026FDM920SoilSurvCorBor
Topic #625-000-002 FDOT Design Manual January 1, 2026 920 - Soil Survey Sheet and Boring Coring Data 1 920 Soil Survey Sheet and Boring Coring Data 920.1 General This chapter provides the requirements for the development of Soil Survey sheets and Boring Cross Sections sheets. Place, ) application. Cross sections are generated, inclusive Topic #625-000-002 FDOT Design Manual January 1, DEPARTMENT OF TRANSPORTATION STATE OF FLORIDA CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm920soilsurvcorbor.pdf?sfvrsn=6defeec3_3Exhibit 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 AADT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-5.pdf?sfvrsn=89d0a576_2Exhibit 913-12
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 YEAR = 2025 AADT = 36,200 CURRENT YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-12.pdf?sfvrsn=a45a77d9_2TEO_2026_TEM_Bulletin_25-01
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED PERDUE, P.E. SECRETARY www.fdot.gov TRAFFIC ENGINEERING AND OPERATIONS BULLETIN 25-01 DATE: November 6, 2025 TO: District Traffic Operations Engineers, District Design Engineers, District Maintenance Engineers, District Program Management Engineers and Administrators, design on or after January 1, 2026, and on projects currently in the design phase where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/teo_2026_tem_bulletin_25-01.pdf?sfvrsn=390c40a4_1