7241 search results for Pavement
SPI-425-053
Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2024-25 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/2025/spi/spi-425-053.pdf?sfvrsn=1bf965fe_2SPI-425-054
Standard Plans Instructions Topic No. 625-010-003 Index 425-054 Ditch Bottom Inlet Type J FY 2024-25 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/2025/spi/spi-425-054.pdf?sfvrsn=9d883721_2SPI-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/2025/spi/spi-430-020.pdf?sfvrsn=26ceaac1_2E8V43-R0
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 08240709 Call Order: 001 Proposal: E8V43-R0 District:08 Counties: BROWARD, MIAMI-DADE, PALM BEACH, TURNPIKE Road Name: PAVEMENT EDGE SILT REMOVAL - ZONE1 Limits: Midpoint Project(s): 44888617202(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length, Description Unit Quantity Section 0001 ASPHALT REPAIR (MANUAL) (TN) 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jul07/e8v43-r0.pdf?sfvrsn=b0477436_1E8U76Addenda001
PAVEMENT DESIGN DETAIL INCLUDED ON PLAN SHEET 495 UPDATED WALL TYPE AND FOOTER EL. 508 UPDATES TO BERM, PAVEMENT TO COVER RUMBLE STRIPS 662-663 NOTES ADDED TO IDENTIFY WHERE TEMP. PAVEMENT IS NEEDED TO COVER RUMBLE STRIPS AND HOW TO CONSTRUCT 688-699 TEMP. PAVEMENT SHAPE UPDATED TO ACCOUNT FOR TEMP. PAVEMENT OVER RUMBLE STRIPS ON SB SHLDR. 706-709 TEMP. PAVEMENT SHAPE UPDATED TO ACCOUNT FOR TEMP. PAVEMENT OVER RUMBLE STRIPS ON SB SHLDR. 719A NEW SHEET ADDED TO SHOW END OF TRANSITION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/e8u76addenda001.pdf?sfvrsn=7131d520_120240613_213273-8_SR9_72020
Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 06/13/24 Page Typical Section: Project, h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v e m e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240613_213273-8_sr9_72020.pdf?sfvrsn=80cebb0c_1Exhibit 212-8
intersect at 90° to the mainline and pavement for semi-trailer inside tracking and for 4' minimum, for the AASHTO return pavement for semi-trailer inside tracking. The depicted design only applies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-8.pdf?sfvrsn=62f1adc6_1Exhibit 212-10
return pavement for NOTE: mainline. Swept paths are by AutoTURN 4.0 for the AASHTO 2018 SU, independently to assure adequate return pavement for NOTE:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-10.pdf?sfvrsn=adc6a467_1Exhibit 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/review/exhibit-220-1.pdf?sfvrsn=8128e8ae_1Traffic Services
Signing and Pavement Marking Keyword Links: Highway Signing — Sign Library — Pavement Marking
https://www.fdot.gov/traffic/trafficservices/trafficservices.shtm711-002
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_1Exhibit 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_1Exhibit 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_2Exhibit 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_3SPI-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_1SPI-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_1SPI-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_120220504_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_3nexgen-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_2FWD_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