7241 search results for Pavement
20230406_448799-1_SR 434_ 75037
2.2 inches from top. Pavement slipage noted near core in the field 9 3.100 2.5 OR 1.7 2.8 4.5 LR, Pavement Remarks: Crack Depth of "B" indicates full depth crack to the base. *= Distance offfset is from centerline Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P, Wheel Path Layers State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION, Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20230406_448799-1_sr-434_-75037.pdf?sfvrsn=b92c31a_1FY 2025-26 eBook and Workbook History
Superpave Asphalt Base N/C N/C FHWA 2830403REV Reclaimed Asphalt Pavement Base N/C N/C FHWA 2850200, FHWA 3370302 Asphalt Concrete Friction Courses N/C N/C FHWA 3380502 Value Added Asphalt Pavement, /C FHWA 3501305 Cement Concrete Pavement N/C N/C FHWA 3520200 Grinding Concrete Pavement N/C N/C FHWA, WITHDRAWN -- -- 5230200 Patterned Pavement Comment/Response N/C FHWA 5260000 Architectural Pavers N/C, Materials for Raised Pavement Markers and Adhesive Comment/Response Comments/Response FHWA 9710203
https://www.fdot.gov/programmanagement/implemented/workbooks/history/fy25-26/fy-2025-26-ebook-and-workbook-historySS5770000origind
section for proper drainage and, protection of the pavement edge, and to provide a safe recovery, plane. Blade vegetationturf which has grown over the edge of existing pavement from the pavement’s, Shoulders, Slopes and Roadside Ditches the pavement’s edge. Disc the existing shoulders prior, from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1, vegetationturf that has grown over the edge of existing pavement and remove excess material from the pavement’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/ss5770000origind.pdf?sfvrsn=a41d6e8e_29700200-724IMPL
970 MATERIALS FOR RAISED PAVEMENT MARKERS AND ADHESIVE. (REV 7-10-23) (FA 12-5-23) (FY 2024-25, tabs that adhere to the pavement such that no tab dislodges. 970-2.2.5 Retroreflective Sheeting, into pavement must be 2.5 inches or less, and the housing must project 0.75 inches or less above the pavement surface. RPMs must have a compressive strength of 20,000 pounds. RPMs must have an IP 68, of 3.5 feet above the pavement at a distance of 20 feet from the opposite quadrant or side quadrants
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9700200-724impl.pdf?sfvrsn=ab3fdc30_19700200-724origind
PAVEMENT MARKERS AND ADHESIVE. (REV 7-10-23) ARTICLE 970-2 is deleted and the following substituted, month. 970-2.2.4 Adhesion: Provide tabs that adhere to the pavement such that no tab dislodges, . The depth of embedment of the RPM housing into pavement must be 2.5 inches or less, and the housing must project 0.75 inches or less above the pavement surface. RPMs must have a compressive, should be visible when viewed from a height of 3.5 feet above the pavement at a distance of 20 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9700200-724origind.pdf?sfvrsn=342d7307_19740000-722impl
the material requirements for detectable warnings and patterned pavement. 974-2 Detectable Warnings, Pavement. Provide patterned pavement products that produce an adherent, weather resistant, 523. Material color and friction elements shall be integral and homogenous. Patterned pavement installations requiring removal of pavement are not permitted. 974-3.1 Approved Product List Submittal, of this Section and Section 523. 974-3.2 Performance Requirements: Provide patterned pavement products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9740000-722impl.pdf?sfvrsn=e58890c4_21100201-722FHWA
pavement and base, drainage structures, culverts, and pipes. Remove all other obstructions resting, an existing road, remove existing asphalt pavement. If shown in the Contract Documents, remove existing pavement base. 3. 2. All areas where roadway embankments will be constructed., unless constructing over an existing road. If constructing over an existing road, remove asphalt pavement and base, , brush, trees, stumps, roots, rubbish, debris, existing flexible pavement and base, drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1100201-722fhwa.pdf?sfvrsn=2aae3c3d_29740000D02-122impl
the material requirements for detectable warnings and patterned pavement. 974-2 Detectable Warnings, Black 0 – 5 974-3 Patterned Pavement. Provide patterned pavement products that produce an adherent, of this Section, and Section 523. Patterned pavement installations requiring removal of pavement, Requirements: Provide patterned pavement products that meet the performance requirements of Table 974-4, an independent testing facility in accordance with FM 5-592. Provide patterned pavement products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9740000d02-122impl.pdf?sfvrsn=bc406f95_29710701.origind
to a developmental specification which will require continuous wet weather pavement marking, and the following substituted: 971-7.1 General: The materials for pavement stripes and markings shall consist, Thermoplastic Material for Wet Weather Pavement Markings. 971-10.1 General: Upon cooling to normal pavement temperature, the thermoplastic material shall produce an adherent, reflective pavement marking, . 971-10.4.2 Retroreflectivity: The white and yellow pavement markings shall attain an initial dry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9710701.origind.pdf?sfvrsn=ac7fb1e0_0SS9310000
931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES, METALACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES 931-1 Reinforcement Steel (for Pavement and Structures). 931-1.1 Steel Bars: Unless otherwise shown in the plans, billet, Materials for Joints in Concrete Pavement. 931-2.1 Sheet Metal Bottom Strips: The sheet metal strip, undamaged and produce a smooth sliding surface in contact with the pavement slab. The splices shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9310000.pdf?sfvrsn=d7c9d9df_0OOM_20250722_DOT_FDC-Local-Agreement-25_26-Gainesville
Grouting Man-hours (MH) 10.65 423 Concrete Pavement Joint Repair Man-hours (MH) 10.65 424 Concrete Slope Pavement Joint Repair Man-hours (MH) 10.65 425 Concrete Pavement Surface Repair Man, Inspection & Service Man-hours (MH) 10.65 531 Attenuator Repair Man-hours (MH) 10.65 532 Pavement Striping(Large Machine) Man-hours (MH) 10.65 534 Pavement Marking (Small Machine) Man-hours (MH) 10.65 537 Raised Pavement Markers Man-hours (MH) 10.65 540 Graffiti Removal Man-hours (MH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/fdc/local-agreements-2526/oom_20250722_dot_fdc-local-agreement-25_26-gainesville.pdf?sfvrsn=35040af2_1Exhibits 913-1-3 Redlines
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2026 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, LANES (INDEX 570-010) 2'-8" SOD 1:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS, E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) ") (PG 76-22) 4 3 FRICTION COURSE FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibits-913-1-3-redlines.pdf?sfvrsn=7bd8be8d_5Program Management Bulletin 16-06
specification), and ditch and slope pavement. Specification changes to Sections 520, 521, 522, , traffic separators, etc.), ditch pavement, and rigid concrete pavement, the quantity, curb, sidewalk, or ditch/slope pavement. For removal of existing walls, the quantity will be measured, 2017: Blank, LS/SF 1 (Concrete Sidewalk- for Push Button/Maintenance only) SF 2 (Slope Pavement, vary for sidewalk vs. concrete pavement, or perimeter wall vs. retaining wall. Each type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2016/program-management-bulletin-16-06.pdf?sfvrsn=a8028269_1programmanagementbulletin16-06
specification), and ditch and slope pavement. Specification changes to Sections 520, 521, 522, , traffic separators, etc.), ditch pavement, and rigid concrete pavement, the quantity, curb, sidewalk, or ditch/slope pavement. For removal of existing walls, the quantity will be measured, 2017: Blank, LS/SF 1 (Concrete Sidewalk- for Push Button/Maintenance only) SF 2 (Slope Pavement, vary for sidewalk vs. concrete pavement, or perimeter wall vs. retaining wall. Each type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2016/programmanagementbulletin16-06.pdf?sfvrsn=138671d4_1SS5770000
typical section for proper drainage, protection of pavement edge, and to provide a safe recovery area, the pavement or turf areas. 577-4.3 Preparation of Shoulder to be Reworked: Blade the existing shoulder, of existing pavement from the pavement for a width of not more than 18 inches from the pavement’s edge, the typical sections will be as follows: Drop-off from edge of pavement to shoulder, inches deep within one foot of the pavement edge for a continuous 25 feet. 577-5 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/ss5770000.pdf?sfvrsn=17f31b5a_1SS5770000
typical section for proper drainage, protection of pavement edge, and to provide a safe recovery area, the pavement or turf areas. 577-4.3 Preparation of Shoulder to be Reworked: Blade the existing shoulder, of existing pavement from the pavement for a width of not more than 18 inches from the pavement’s edge, the typical sections will be as follows: Drop-off from edge of pavement to shoulder, inches deep within one foot of the pavement edge for a continuous 25 feet. 577-5 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/ss5770000.pdf?sfvrsn=4f3d8a2f_2425-030
BARRIER INLET Shoulder Pavement Taper (Type 1 Shown, Type 2 Similar) GENERAL NOTES: between inlet, Taper (Typ. as Reqd.) Shoulder Pavement Barrier Deeper) Grade-Separated Barrier Shown, (Typ, Line) Barrier GP. Line Edge of Shoulder Pavement Taper (Typ.) f o r i n l e t T y p e, ( T y p . ) C l . " 2 1 2 Note 7 See Gen. Note 7 See Gen. Pavement Shoulder Pavement Shoulder Pavement Shoulder Pavement Shoulder Throat Taper (Typ.) (See Index 425-001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-030.pdf?sfvrsn=67c3d112_1E59D3-R0
and gutter, mitered end sections, and concrete slope pavement on an as-needed basis within Department, REINFORCED, 3" SY 20.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 20.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 20.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 20.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 20.000 0527- 2- DETECTABLE, 0.500 E524- 1- 1 CONCRETE DITCH PAVEMENT REPAIR CY 25.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/e59d3-r0.pdf?sfvrsn=8200f52a_12026FDM223Bikes
are designated by a bicycle symbol pavement marking in accordance with Standard Plans, Index 711-002, of pavement. For new construction projects when a bicycle lane has been selected as the bicycle, the buffer). Any additional pavement width that results from restricting the buffered bicycle lane, lane depends on the width of the available roadway pavement. For these types of projects, feet of width adjacent to a 10-foot traffic lane. When roadway pavement is continuous to the face
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm223bikes.pdf?sfvrsn=3a8b8a8b_520231204_448955-1_SR 82_12070
: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical, : Other: SR 82 Cored By: Median Curbed (Y/N): 3.847 448955-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Lee SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1 9/29/2023, By: Median Curbed (Y/N): 3.847 448955-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Lee SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20231204_448955-1_sr-82_12070.pdf?sfvrsn=1bedb8b4_1