7243 search results for Pavement
CPAM - Recent Chapter Revisions
Information for Contractor Quality Control 11.5 4/4/2025 Testing & Correcting Asphalt Pavement, 11.5 4/19/17 Testing and Correcting Asphalt Pavement Surface Deficiencies 6.1 2/13/17 Unpaid Bills
https://www.fdot.gov/construction/manuals/cpam/cpam-recentrevisions.shtmProduct Specifications
Illuminated Sign 700 - Highway Signing 14.0 Sign Beacon 700 - Highway Signing 13.0 Raised Pavement Marker Class F 706 - Raised Pavement Markers and Marker Adhesive 4.0 Checklists Referenced Within
https://www.fdot.gov/traffic/traf-sys/product-specifications.shtmD3310000.do
), the layer thickness for the upper pavement layer and shoulder shall be the same and paved in a single, for mix design verification. CrushedReclaimed Portland Cement Concrete Pavement may be used, these requirements. 331-2.2.4 Use of Reclaimed Asphalt Pavement (RAP): Subject to certain requirements, Reclaimed Asphalt Pavement (RAP) may be used as a component material of the asphalt mixture. Where the material is recovered from a FDOT project, the Composition of Existing pavement may be available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3310000.do.pdf?sfvrsn=f194e44d_01-13DBBoilerplate-10-25-12
of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions, of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below the bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/design-build/1-13dbboilerplate-10-25-12.pdf?sfvrsn=4091fd97_02024FDM232Signalization
the impacts of increased pavement width and signal operations. Topic #625-000-002 FDOT Design Manual, as a supplement to pavement arrows on stems of signalized "T" intersections. Topic #625-000-002 FDOT, in pavement and video (camera) or microwave sensors mounted on the pole or mast arm supports. Inductive loop detection is generally used with asphalt pavement, and video detection with concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm232signalization.pdf?sfvrsn=15204b38_12024FDM232Signalization
; therefore, additional analysis may be required to weigh the impacts of increased pavement width, as a supplement to pavement arrows on stems of signalized "T" intersections. January 1, 2024 6 Topic, include inductive loops installed in pavement and video (camera) or microwave sensors mounted on the pole or mast arm supports. Inductive loop detection is generally used with asphalt pavement, and video detection with concrete pavement or bridge structures. Coordinate with the District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm232signalization.pdf?sfvrsn=696f6a75_1FY 2023-2024 Workbook
areas are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT.(REV 8-31-99) (FA 2-14-00, yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (7-22)Changes to: 327-2. SP3270200 Use when requested by the District. MILLING OF EXISTING ASPHALT PAVEMENT(REV 12-16-19, access asphalt pavement roadway projects. SUPERPAVE ASPHALT CONCRETE.(REV 5-4-21) (FA 7-14-21, PAVEMENT (COLORED CONCRETE).(REV 5-11-16) (FA 5-12-16) (7-22)Changes to: 350-1, 350-2, 350-10
https://www.fdot.gov/programmanagement/implemented/workbooks/fy-2023-2024-workbook2025FDM232Signalization
to weigh the impacts of increased pavement width and signal operations. Topic #625-000-002 FDOT Design, as a supplement to pavement arrows on stems of signalized "T" intersections. Topic #625-000-002, installed in pavement and video (camera) or microwave sensors mounted on the pole or mast arm supports. Inductive loop detection is generally used with asphalt pavement, and video detection with concrete pavement or bridge structures. Coordinate with the District Transportation Systems
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm232signalization.pdf?sfvrsn=91ad6b21_5D1-10-31-24BSN
and pavement markings at SR 93 (I-75) and Pine Ridge Road Interchange in Collier County. Call Order: 001, DETOUR- TEMPORARY PAVEMENT (44529615201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR, - OPTIONAL BASE, BASE GROUP 11 SY 3,488.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 17,011.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 11,447.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 1,326.000 0334- 1- 13 SUPERPAVE ASPHALTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/oct31/d1-10-31-24bsn.pdf?sfvrsn=d69c293c_1Bulletin/Memorandum - Archive 1998 to 2014
Roadway Design Bulletin 13-06Thermoplastic Pavement Markings in Construction Contracts 5/2/13, Contrast Tape for Skip Pavement Markings on Concrete Surfaces 08/15/11 RDB11-11 Roadway Design, /Construction 02-08 Removal of Pavement Markings - Paint and Thermoplastic 05/30/08 RDB08-07 Roadway Design Bulletin 08-07 / Estimates Bulletin 08-05 Audible and Audible and Vibratory Pavement Markings 05/9/08 RDB08-06 Roadway Design Bulletin 08-06 Pavement Markings - Units of Measure
https://www.fdot.gov/roadway/bulletin/archive.shtm2025FDM232Signalization
intersections; therefore, additional analysis may be required to weigh the impacts of increased pavement width, as a supplement to pavement arrows on stems of signalized "T" intersections. January 1, 2025 6, with signal design include inductive loops installed in pavement and video (camera) or microwave, with asphalt pavement, and video detection with concrete pavement or bridge structures. Coordinate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm232signalization.pdf?sfvrsn=cfa6091f_1PublicHearing_LAKE COUNTY_Summary_2025-2029
441 / NORTH BLVD FROM PERKINS ST TO MILLS RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, $3,833,511 450581-1 - SR 500 FROM LAKESHORE BLVD TO LAKE EUSTIS DR Type of Work: PAVEMENT ONLY, DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029, AVE TO CR48 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028, ) Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_lake-county_summary_2025-2029.pdf?sfvrsn=38cd5527_1PublicHearing_OSCEOLA COUNTY_Summary_2025-2029
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Construction, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029, TO THE REEDY CREEK BRIDGE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027, PARKWAY FROM POLK COUNTY LINE TO SUNDOWN DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, HIGHWAY TO SOUTH OF COUNTRY BLVD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_osceola-county_summary_2025-2029.pdf?sfvrsn=c8ced90f_1HIGHLANDS COUNTY DTWP FY 26-30
) FROM E OF SR 25 (US 27) TO E OF FLORAL DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code 2026 2027 2028 2029 2030 Construction ACNP, 451270-1 - SR 25 (US 27) FROM N OF PONCE DE LEON BLVD TO N OF LAKE ISIS AVE Type of Work: PAVEMENT, OF PONCE DE LEON Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, (SR25) FROM NORTH OF LAKE ISIS AVENUE TO HIGHLANDS COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/highlands-county-dtwp-fy-26-30.pdf?sfvrsn=411d6a33_1dmre-mar-mc-review
. For asphalt pavement surface deficiencies, see . The DMRE can make a recommendation when: • The PMU MC, option to set the resolution. Page 14 of 25 Chapter 4 – Asphalt Pavement Surface Deficiencies Asphalt pavement surface deficiencies are processed in accordance with CPAM Section 11.5 - Testing and Correcting Asphalt Pavement Surface Deficiencies. The District Materials Pavement Manager
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/dmre-mar-mc-review.pdf?sfvrsn=dc4f6f2b_3D5-03-04-25BSN
under this Contract consist of Milling and Resurfacing, Shoulder Treatment, Signing/Pavement Marking, 1,408.000 0327- 70- 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 6,906.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,340.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 929.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/mar04/d5-03-04-25bsn.pdf?sfvrsn=c5b61b71_1D3-03-20-25BSN
PAVEMENT (44778815201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44778815201) LS, BOARD / ADVANCE WARNING ARROW PANEL ED 180.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT, MATERIAL TN 27.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,618.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,856.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 7,144.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar20/d3-03-20-25bsn.pdf?sfvrsn=294d0203_22024 District Three Letting and Project Information
Rosa Replace Pavement Markings Contractor Experience form in pavement markings (Form 850 070 06, is required to bid on this project. E3X49 Holmes Landscaping Contract Experience Form in Pavement, and Pavement Markings Contractor Experience in Pavement Markings (Form 850-070-06) is required
https://www.fdot.gov/contracts/district-offices/d3/lettings/2024/2024-district-three-letting-and-project-information9900200Memo
shall be one of the products listed on the APL. The pavement stripes and markings shall consist, tearing, rollback or other signs of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must, be capable of conforming to pavement contours, breaks and faults under traffic at pavement, concrete and portland cement concrete pavement surfaces without the use of heat, solvents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/9900200memo.pdf?sfvrsn=2496166c_2chgtab
new Section for Patterned/Te xtured Pavement. Usage note: 523-1; 2523- 1 1-3-94 6-21-99, references to existing pavement markings and removable and 7 SUPPLEMENTAL SPECIFICATIONS REV DATE, -removable pavement markings. Usage note: All Jobs 2-16-04 2-23-04 1-05 1020093SS Spec deleted, REMARKS ADDED CHANGED DELETED Pavement to be consistent with other specifications. Usage note, a reference to Design Standards, Index, No. 306 (Bridge Approach Expansion Joint- Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/chgtab.pdf?sfvrsn=d1ab1d94_0