7241 search results for Pavement
fy2025.may
Withdrawn SMO-25-03 BEI75 Pavement Deflection Considerations for Improved Rehabilitation Strategies, /Specification for Pavement Concrete Ohhoon Kwon Scope under review SMO-25-07 Perpetual Pavement Concepts, Withdrawn SMO-25-15 The Estimation of Service Life for Pavement Markings Pavement Marking Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/fy/fy2025-may.pdf?sfvrsn=b36e093b_1E21U1BidTabs
ASPHALT PAVEMENT, 3/4" AVG DEPTH 24,933.300 SY 5.32000 132,645.16 10.75000 268,032.98 15.00000, 879.04000 931,518.69 810.41000 858,791.48 850.00000 900,745.00 0015 0706 1 3 RAISED PAVEMENT MARKER, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 3.030 GM 2,800.00000 8,484.00 10,000.00000 30,300.00 10,000.00000 30,300.00 0025 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30, 55,756.60 0030 0710 11201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" 1.439 GM 2,800.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/may21/e21u1bidtabs.pdf?sfvrsn=5c1885c3_120240604_450740-1_SR 25 (US 27)_11200
of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P, Right TL to Circle K State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION, ) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Lake Highway Sect, Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450740-1 Elipsis, left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20240604_450740-1_sr-25-(us-27)_11200.pdf?sfvrsn=db98d5c0_1E8W32-R0
for installing, repairing and/or modifying signalization infrastructure, signing and pavement markings, ITS, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 10.000 0334- 1- 15, CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 10.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/aug12/e8w32-r0.pdf?sfvrsn=c617e1da_1Program Management Bulletin 18-05
edges and smooth interiors without tearing the finished pavement. On a daily basis, before opening, ). Restore any pavement to the satisfaction of the Engineer, at no additional cost to the Department, and collector roadways, measure depth every 500 feet. Measure depth as distance from pavement grade to top, to the placement of longitudinal thermoplastic pavement markings. Measure, record and certify, 711 THERMOPLASTIC PAVEMENT MARKINGS 711-4 Application. 711-4.1 General: Remove existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2018/program-management-bulletin-18-05.pdf?sfvrsn=a652d177_1PCSVD1A
FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 08/28/2025 SORT BY CONTRACTOR RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT, * ----------------------------------------------------------------------------------------------------------------------------------- "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcsvd1a.pdf?sfvrsn=d1af11c_1programmanagementbulletin18-05
edges and smooth interiors without tearing the finished pavement. On a daily basis, before opening, ). Restore any pavement to the satisfaction of the Engineer, at no additional cost to the Department, and collector roadways, measure depth every 500 feet. Measure depth as distance from pavement grade to top, to the placement of longitudinal thermoplastic pavement markings. Measure, record and certify, 711 THERMOPLASTIC PAVEMENT MARKINGS 711-4 Application. 711-4.1 General: Remove existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2018/programmanagementbulletin18-05.pdf?sfvrsn=1b58be0b_1E6P80
BASE, BASE GROUP 09 SY 500.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, , FC-12.5, PG 76 -22 TN 100.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, - DETECTABLE WARNINGS SF 400.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 1,000.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p80.pdf?sfvrsn=ac2246be_1546-020
) Rumble Strip (Typ.) 6" Yellow 6" Yellow 10'-30' Skip Edge of Pavement Edge of Pavement 6, a y T r a v e l e d W a y T r a v e l e d Marking 10' Pavement Marking 10' Pavement ¡ ¡ ¡ (See Table 1 on Sheet1) Rumble Strip (Typ.) 6" White or 6" Yellow 2 " 8 " Edge of Traveled Way / Edge of Pavement W a y T r a v e l e d 2 2 546-020 GROUND-IN RUMBLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/546-020.pdf?sfvrsn=e88b1793_120220706_447118-1_SR 5 (US 1)_73010
of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 445216-2 Ardaman, (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope, of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 445216-2 Ardaman & Associates 7/6/2022 SR, Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Remarks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/73/20220706_447118-1_sr-5-(us-1)_73010.pdf?sfvrsn=3775b47e_11-21eBook (signed and sealed)
Existing Concrete Pavement......................................... 213 BASE COURSES 200 Rock Base, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 250 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, 327 Milling of Existing Asphalt Pavement, ...................................................................... 304 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/1-21ebook-(signed-and-sealed).pdf?sfvrsn=26f29044_21-21eBook
Existing Concrete Pavement......................................... 213 BASE COURSES 200 Rock Base, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 250 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, 327 Milling of Existing Asphalt Pavement, ...................................................................... 304 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/1-21ebook.pdf?sfvrsn=1c62cb58_22025FDMPart2DesignCriteria
. Consistent signing and pavement marking designs in transition areas is an important aspect, • Bridge width and roadway shoulders • Pavement crown, cross slope, and superelevation January 1, for safety and operational improvements Traffic forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart2designcriteria.pdf?sfvrsn=27f348d6_1003_Geometric_Design_Redlines
of Change in Pavement Edge Elevation for Curves at Intersections .................................................. 3–95 Ta b le 3-37 Maximum Algebraic Difference in Pavement Cross Slope at Turning Roadway Terminals............................................ 3–97 Ta b le 3-38 Derived Pavement Widths, elements include pavement design, roadway lighting, traffic control devices, transit, drainage, Greenbook (2011 ) AASHTO Green Book (2018) and other publications. Right of way and pavement width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/03_geometric_design_redlines.pdf?sfvrsn=60e6275c_603_Geometric_Design_Rulemaking
............... 3–95 Ta b le 3-36 Maximum Rate of Change in Pavement Edge Elevation for Curves at Intersections, in Pavement Cross Slope at Turning Roadway Te rminals ............................................. 3–96 Ta b le 3-38 Derived Pavement Widths for Turning Roadways for Different Design Vehicles, pavement design, roadway lighting, traffic control devices, transit, drainage, and structural, publications. Right of way and pavement width requirements for new construction may be reduced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/03_geometric_design_rulemaking.pdf?sfvrsn=8f471f57_120230814_450882-1_SR 17_16090
PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., on 10% of the coring locations. For pavement design assume 12 inches of thickness for stabilization, in the center of the lane. Lane Designations Crack Type Crack Rating Extent Pavement Condition PAVEMENT LAYER (IN.) Polk SR No.: Paved Lawn Overall Pavement Condition (from DMO field review): Fair, & Gutter (Y/N): N Inside: Outside: Other: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230814_450882-1_sr-17_16090.pdf?sfvrsn=1da5cc88_120230725_438610-2_SR9_78080
Area TP= Truck parking CP= Car parking SR= Slightly Ravel OS= Outside Shoulder Pavement Evaluation, Pavement Layer C o r e L e n g t h B a s e T y p e Crack S e e M a p L o c, . PN= Picnic Area TP= Truck parking CP= Car parking SR= Slightly Ravel OS= Outside Shoulder Pavement, s L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h B a s e, slight raveling major raveling Pavement Layer SB REST AREA TRUCK/CAR PARKING Remarks: S E E L O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20230725_438610-2_sr9_78080.pdf?sfvrsn=978a0ade_144592625201_SR789 Design Documentation Report
Criteria Report B Typical Section Package C Pavement Design Report D Design Variations E LDAR F, of the pavement marking project for the John Ringling Bridge (#170176). A Design Variation Memo has been, • FDOT Basis of Estimates Manuel • FDOT Pavement Type Selection Manual • FDOT Manual of Uniform, A X . ) 1 : 4 APPENDIX C: Pavement Design Report PAVEMENT DESIGN FOR 445926-1-52-01, PAVEMENT DESIGN PACKAGE FINANCIAL PROJECT ID: 445926-1-52-01 / 445926-2-52-01 WPI NO.: N/A STATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25117/44592625201_sr789-design-documentation-report.pdf?sfvrsn=12a7c7af_1Maintenance Specifications - July 2021
and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-21) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (7-21, Maintenance Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT, . TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-21) SPM7090000 Maintenance Jobs, ) (7-21) SPM7150100 Maintenance Contracts with Lighting. PAVEMENT MARKING MATERIALS.(REV 3-8-19
https://www.fdot.gov/programmanagement/maintenance/2021jul/maintenance-specifications---july-2021Maintenance Specifications - January 2022
Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-22) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 8-5-21, RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (1-22) SPM7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (1-22, .(REV 1-31-20) (1-22) SPM7110201 All Maintenance Hot Spray Contracts. Use with SP9711100HS. PAVEMENT
https://www.fdot.gov/programmanagement/maintenance/2022jan/maintenance-specifications---january-2022