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Traffic Services

Signing and Pavement Marking Keyword Links: Highway Signing — Sign Library — Pavement Marking

https://www.fdot.gov/traffic/trafficservices/trafficservices.shtm

9 / 1 0 / 2 0 2 4 3 : 0 0 : 1 9 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 6 ' - 0 " STANDARD PAVEMENT MARKING MESSAGE LAYOUTS 2 1 711-002 BICYCLE MARKINGS 11/01/17 3'-4" 6 ' - 0 " 9 ' - 4 " 4 " S p a c e 4 " W h i t e 4 " W h i t e 3'-4" 4 " 4 " 4 " 4 " 6 ' - 0, bicycle markings shall be preformed thermoplastic. 1. All bicycle markings and pavement messages

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/711-002.pdf?sfvrsn=3b3cfe76_1

Exhibit 220-1

R R TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT RAILROAD CROSSING AT TWO-LANE ROADWAY R8-8 Railroad Gate 1 2 ' M i n . Foul Area (Typ.) R8-8 For Use Near Signalized Intersections R8-8 For Use Near Signalized Intersections Paved Shoulder RPM Spacing at 10' Maximum 1 5 ' 6 .0 4 7 3 RDE Pavement Marking, ' M i n . 4' Min. Edge of Pavement Edge of Traveled Way 6" White 6" Dbl. Yellow 10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-220-1.pdf?sfvrsn=e530ab69_1

Exhibit 212-8

return pavement for semi-trailer inside tracking and for 4' Return configurations for each quadrant, design only applies where roads and streets intersect at 90° to assure adequate return pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-8.pdf?sfvrsn=9b1bab0d_2

Exhibit 212-10

for each quadrant must be analyzed independently to assure adequate return pavement NOTE: tractor, and WB-40 pavement for semi-trailer inside tracking. The depicted design only applies where roads

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-10.pdf?sfvrsn=8b3c1d78_3

SPI-425-053

Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2025-26 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations These inlets are designed for use in ditches, medians, pavement areas, or other areas subject, subject to occasional pedestrian traffic such as landscaped areas and pavement areas where pedestrians

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-053.pdf?sfvrsn=1c58e0a6_1

SPI-425-054

Standard Plans Instructions Topic No. 625-010-003 Index 425-054 Ditch Bottom Inlet Type J FY 2025-26 1 Index 425-054 Ditch Bottom Inlet Type J Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for use in ditches, medians, pavement areas, or other areas subject to heavy traffic, and pavement areas where pedestrians can walk around the inlet. Recommended maximum pipe sizes for concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-054.pdf?sfvrsn=16446e3_1

SPI-430-020

action would occur. Toe walls are not required where ditch pavement is provided, except when disjointing would occur if the ditch pavement should fail. Show toe wall location(s) in the Plans. When

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-430-020.pdf?sfvrsn=69f4a91e_1

20220504_449122-1_SR 72_17070000

OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, . Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Sarasota SR No.: Paved: Y, Lanes: SR 45 Honore Ave. Inside: Shoulder Type and Condition:Fair Overall Pavement Condition (from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20220504_449122-1_sr-72_17070000.pdf?sfvrsn=a31bb3cd_3

nexgen-roadmap

922 Miscellaneous Structures 325 Signing and Pavement Marking Plans 940 Signing and Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/nexgen-roadmap.pdf?sfvrsn=8053e631_2

FWD_17020_SR45_452784-1_3-2024

is representative of the existing pavement system and is hereby recommended for this project. Telephone, GOVERNOR STATE MATERIALS OFFICE MP 15.230 to 17.208 Guangming Wang, P.E., State Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/fwd_17020_sr45_452784-1_3-2024.pdf?sfvrsn=a56c640d_1

E21T4

, traffic pavement markings, raised pavement markers, thermoplastic markings, Temporary Traffic Control

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/feb19/e21t4.pdf?sfvrsn=e2b9fd93_1

FWD_16140_SR544_450884-1_10-2023

is representative of the existing pavement system and is hereby recommended for this project. Telephone: (352, GOVERNOR STATE MATERIALS OFFICE MP 0.016 to 11.647 Guangming Wang, P.E., State Pavement Performance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/fwd_16140_sr544_450884-1_10-2023.pdf?sfvrsn=2dfa3c3_1

FWD_12004_SR865_452826-1_3-2024

of the existing pavement system and is hereby recommended for this project. Telephone: (352, STATE MATERIALS OFFICE MP 2.997 to 4.778 Guangming Wang, P.E., State Pavement Performance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/fwd_12004_sr865_452826-1_3-2024.pdf?sfvrsn=57ab2434_1

20230330_448635-1_SR 25 (US 441)_36030

. No: 36030 North of CR 25A State of Florida Department of Transportation PAVEMENT EVALUATION, No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20230330_448635-1_sr-25-(us-441)_36030.pdf?sfvrsn=480bbd37_1

20241213_452621-1_SR 25_09030

OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., : 6.811 11.612 4.801 Cored By: 452621-1 CRACK Mainline and Crossover Cores (ML/CO) PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE Overall Pavement Condition (from DMO field review): Y, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, ) PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE Overall Pavement Condition (from DMO field review

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20241213_452621-1_sr-25_09030.pdf?sfvrsn=ae3552c5_1

Asphalt 101-Construction Academy March 2025 Musselman

Arterial lane miles (75.2%) – 2,542 Tu r npike lane miles (5.5%) • 97.3% of pavement is asphalt • 2.7% of pavement is concrete State Highway System 5 . 4 % 4 . 8 % 5 . 4 % 5 . 0, • Provides the majority of the load carrying ability of the pavement. • Needs to be strong, durable, consistent, clean, and available • Cost ~$25 – $50/ton Other things: • Reclaimed Asphalt Pavement, PG 67-22 Superpave Asphalt Binders Performance Grade Average 7-day max pavement design temp

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-101-construction-academy-march-2025-musselman.pdf?sfvrsn=24ee3791_1

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