7444 search results for Pavement
546-020
) 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_1PCSVD4A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY CONTRACTOR RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT, ----------------------------------------------------------------------------------------------------------------------------------- "*" INDICATES PAVEMENT DEFICIENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcsvd4a.pdf?sfvrsn=336b568_1PCSCN17A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn17a.pdf?sfvrsn=fe8cecc5_1E3Y89
, drainage improvements, curb & gutters, highway signing, guardrail, pavement markings and other, improvements, curb & gutters, highway signing, pavement markings, and other incidental, - 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 125,113.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,269.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 165.800 0425- 1-521 INLETS, DT BOT, TYPE C,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/mar12/e3y89.pdf?sfvrsn=a5f6caa0_1E21Y0BidTabs
(MECHANICAL) (TN SECTION: 0005 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH, 1,380,500.00 768.42000 2,121,607.62 0015 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 1,407.000 EA 34.61000 48,696.27 6.00000 8,442.00 7.13000 10,031.91 0020 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE 7.120 GM, PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" 1.280 GM 12,459.08000 15,947.62 5,000.00000 6,400.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2026/feb18/e21y0bidtabs.pdf?sfvrsn=dcdefef3_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_1020230814_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-2022Maintenance Specifications - July 2020
AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-20) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (7-20) SP5270000 All Jobs. GUARDRAIL.(REV, . RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 3-30-20) (7-20) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-20, LIGHTING SYSTEM.(REV 8-19-19) (7-20) SP7150100 Maintenance Contracts with Lighting. PAVEMENT MARKING
https://www.fdot.gov/programmanagement/maintenance/2020jul/maintenance-specifications---july-2020Redlines Exhibit 913-1-2-3
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE, SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10, TRAFFIC DATA SHOULDER PAVEMENT DEPTH AND WIDTH VARIES STANDARD CLEARING AND GRUBBING LIMITS, B STABILIZATION 4" 0 . 0 6 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1-2-3.pdf?sfvrsn=d19dc549_1711-001
5 ' 6' Yellow Black Black 6 ' In Pavement Warning Marking White 3 " 7" 2'-4" 1 ' 13 1 711-001 PAVEMENT MARKINGS 11/01/21 Red Blue Red Blue 11 S.F. 17 S.F. 12 S.F. 27 S.F. 29, 20 S.F. 34 S.F. 19 S.F. PAVEMENT MESSAGE AND ARROW DETAILS 43 S.F. 72 S.F. 128 S.F. 128 S.F. 45 S.F. PAVEMENT MESSAGES NOTES: 5. Increase width of route shield for routes with three digits. and In Pavement Warning Markings. 4. All pavement messages must be white except Route Shields 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/711-001.pdf?sfvrsn=8484d2a2_2E8V66Addenda001
drains, curb inlets, and FPC 142 slopes revised 15 Pavement detail added 48 Scalebars added, callouts 263 Updated callouts | Updated wall graphic 272 Updated callouts | Temporary pavement revised 273 Updated callouts | Temporary pavement revised 274 Updated callouts | Temporary pavement revised, Updated callouts | Temporary pavement revised in previous phase 288 Temporary pavement revised, | Added temporary pavement | Temporary pavement revised in previous phase 290 Removed curve data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66addenda001.pdf?sfvrsn=bbf6e459_1Maintenance Specifications - July 2019 NEW
AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-19) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (7-19) SP5270000 All Jobs. GUARDRAIL.(REV 2-22-17, RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (7-19) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-19) SP7090000, .(REV 8-17-16) (7-19) SP7150100 Maintenance Contracts with Lighting. PAVEMENT MARKING MATERIALS.(REV
https://www.fdot.gov/programmanagement/maintenance/2019july/maintenance-specifications---july-2019-newMaintenance Specifications - January 2020
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-20) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (1-20) SP5270000 All Jobs, and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (1-20) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV, . PAVEMENT MARKING MATERIALS.(REV 3-8-19) (1-20) SP9710801 Maintenance Jobs – Weight Stations TRAFFIC MARKING
https://www.fdot.gov/programmanagement/maintenance/2019-jan/maintenance-specifications---january-2020