7444 search results for Pavement
OOD25-04
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 25-04 (FHWA Approved: 10/9/25) DATE: November 4, 2025 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood25-04.pdf?sfvrsn=8ca58ad_1OOD25-04 FY2026-27 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 25-04 (FHWA Approved: 10/9/25) DATE: November 4, 2025 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2025/ood25-04-fy2026-27-standard-specifications.pdf?sfvrsn=af1e6d72_1SPI-425-040Series
be placed in areas subject to occasional pedestrian traffic such as landscaped areas and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-040series.pdf?sfvrsn=17ecf021_1SPI-425-051
such as landscaped areas and pavement areas where pedestrians can walk around the inlet. Inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-051.pdf?sfvrsn=35c99ed9_1Fast Facts Sources 2025
of Pavement on Florida’s SHS in Good Condition FDOT State Materials Office, Pavement Condition Survey Program, 2025 *Also reported in FDOT Source Book, Pavement Condition https://fdotsourcebook.com/infrastructure/pavement-condition SAFETY 2 2.4 Percentage of Bridges on Florida’s SHS in Good
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/fastfactssources.pdf?sfvrsn=df543944_6Programs and Services
Search Programs and Services Traffic Services Aging Road Users Highway Signing Intersection Control Evaluation Manual on Uniform Traffic Studies Pavement Marking Sign Library Traffic Engineering Manual Traffic Signals Traffic Studies Transportation Systems Management and Operations (TSM&O) ITS Communications Management and Deployments Connected
https://www.fdot.gov/traffic/teo-programs.shtmCh5TemplateDesign(1of3)Q&A
the features (curb, sidewalk, slopes and end conditions to an edge of pavement.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(1of3)q-a.docx?sfvrsn=f8c4eef8_2Ch5TemplateDesign(1of3)Q&A-284459640
the features (curb, sidewalk, slopes and end conditions to an edge of pavement.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch5templatedesign(1of3)q-a-284459640.docx?sfvrsn=64413dde_2E21V8-R0
, box culverts, asphalt and concrete pavement areas, sidewalk areas and bridge approach slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/jan21/e21v8-r07d52a9f2ec7b44ed8b06b04e94cfcff0.pdf?sfvrsn=2129edef_1E21S8-R0
pipes, box culverts, asphalt and concrete pavement areas, sidewalk areas and bridge approach slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/jan21/e21s8-r01b705735586d4fe2bc1e20f22caa0c12.pdf?sfvrsn=631d18c5_1E4Y48
, delineator), pavement markings (RPM, painted, thermoplastic, detectable, patterned, pavers, 11 SY 400.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 600.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 50.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/feb06/e4y48.pdf?sfvrsn=fc74ac82_1District 5 Consultant Project Management
Pavement Design Standard Plans Design Memos PM Resources Structures Manual Driveway
https://www.fdot.gov/fpo/pm/districts/district-5-consultant-project-managementD4-02-06-26BSN
-column remove, sign strip, tubular marker), and pavement markings (RPM, painted, thermoplastic, - 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 38,172.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,108.000 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, TUBULAR MARKER, 36" YELLOW POST EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 514.000 0710- 12-290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE SF 69.000 0710- 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/feb06/d4-02-06-26bsn.pdf?sfvrsn=1c9516d6_2LAP334-726
Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work, : Construction of Asphalt Concrete Pavement will fall into one of the following work categories, and other non-mainline pavement locations. 334-1.2.3 Asphalt Work Category 3: Includes the construction of new mainline pavement lanes, milling and resurfacing. 334-1.3 Mix Types: Use the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/lap/lap334-726.pdf?sfvrsn=29f8d4ac_1E4Y25
CONCRETE SY 195.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 864.000, GROUND SIGN ASSEMBLY, RELOCATE EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 158.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (45149315201) LS 1.000 0711- 11-123 THERMOPLASTIC, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 400.000 Section 0003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/mar06/e4y25.pdf?sfvrsn=176758cc_1Florida Greenbook
Search View Greenbook Florida Greenbook Committee Members Members List View Guide Explore Previous Next Roadway Design Office Roadway Criteria Drainage Design Quality Assurance Pavement Design Landscape Architecture
https://www.fdot.gov/roadway/floridagreenbook/fgb.shtmDistrict 5 Consultant Project Management
of Interest Form Pavement Design Standard Plans Design Memos PM Resources Structures Manual
https://www.fdot.gov/designsupport/districts/d5/default.shtmTP-03-31-26FuelAllocations
, PG 76-22 0.0000 2.7011 3,207.600 0.000 8,664.048 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/mar31/tp-03-31-26fuelallocations.pdf?sfvrsn=d1e407fb_12025FDM212Intersections
. Additional pavement may be necessary to accommodate the turning of large trucks. (4) Turning, pavement areas of highly skewed intersections increase construction and maintenance costs. Ref, conditions. Pavement markings should be used through the intersection to provide positive guidance, -drained and smooth roadway system. Elements that may require special profiles include pavement edges, , then consider adding extra pavement width such as a taper or additional shoulder width. See FDM 210.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm212intersections.pdf?sfvrsn=866453ce_12026FDM212Intersections
safe crossing gaps. (3) Turning movements are difficult because of the skew . Additional pavement, may be confusing and require additional channelization. (5) Increased open pavement areas of highly, intersections should meet the requirements for non-merging conditions. Pavement markings should, that may require special profiles include pavement edges or gutter flow lines at street intersections, for accommodating U-turns, then consider adding extra pavement width such as a taper or additional shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm212intersections.pdf?sfvrsn=cb5713fa_6