7241 search results for Pavement
E54C0BidTabs
, replacement of traffic loops, painted pavement markings, preformed thermoplastic pavement markings, and reflective pavement markers on various Department maintained roadways in Orange County, PAVEMENT, 1 1/2" AVG DEPTH 30,564.350 SY 2.54000 77,633.45 10.00000 305,643.50 0030 0337 7 83 ASPHALT, is bid as Lump Sum 0001 (ASPHALT REPAIR (MECHANICAL) (TN SECTION: 0055 0710 11101 PAINTED PAVEMENT, 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2023/oct03/e54c0bidtabs.pdf?sfvrsn=960938ec_1E1W78
, and pavement markings on SR 559 from SR 600 (US 92) to Granada Rd in Polk County. Call Order: 002, ) (44927215201) LS 1.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 30,468.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 6,781.000 0334- 1- 13 SUPERPAVE, Unit Quantity 0570- 1- 2 PERFORMANCE TURF, SOD SY 131.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 801.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.753 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1w78.pdf?sfvrsn=bd90d2f4_1DSPI-D520-030
) ; Flexible Pavement Design Manual (FPDM); FDOT Traffic Engineering Manual (TEM) ; FHWA Traffic, for in the pavement design for the entire project. This will avoid holding the contractor to providing two, D520-030 and specify either “Type D Curb” or “RC Channel Gutter”. Show signing and pavement markings in the Signing and Pavement Marking component. There are numerous milling and paving scenarios, to be an all- inclusive list of possible scenarios: Example 1 : Project pavement design Friction Course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d520-03042448362-0f6c-42a2-9a95-ddc2a46f2404.pdf?sfvrsn=6b3b4e_11020200.origind
the definition of RPM and align it with the MUTCD where RPM is defined as a Raised Pavement Marker, Temporary RaisedRetroreflective Pavement Markers…Section 990 Paint, asphalt pavement (RAP) material, and having stability and drainage properties that will provide, : 102-5.8 Conflicting Pavement Markings: Where the lane use or where normal vehicle or pedestrian paths are altered during construction, remove all pavement markings (paint, tape, thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020200.origind.pdf?sfvrsn=374ccc41_03270301.FHWA
of Existing Asphalt Pavement. Dear Mr. Nguyen: We are submitting, for your approval, two copies, OF EXISTING ASPHALT PAVEMENT. (REV 2-15-17) SUBARTICLE 327-3.1 is deleted and the following is substituted: 327-3.1 General: Remove the existing raised reflective pavement markers before milling. Include the cost of removing existing pavement markers in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3270301.fhwa.pdf?sfvrsn=770860e0_03270301.FHWA
7 0 3 0 1 M i l l i n g o f E xisting Asphalt Pavement. Dear Mr. Thompson: We are submitting, OF EXISTING ASPHALT PAVEMENT. (REV 8-29-13) SUBARTICLE 327-3.1 is deleted and the following substituted: 327-3.1 General: Remove the existing raised reflective pavement markers prior to milling. Include the cost of removing existing pavement markers in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3270301.fhwa.pdf?sfvrsn=7e2ae922_020250618_451485-1_SR 555_16300
1.200.601.400.700.501.202.0011.0012.002.60 LAYER COEF. 0.250.250.250.250.250.250.1812.00 Notes: Pavement Condition G - Good F, : Overall Pavement Condition (from DMO field review):Fair Typical Section:1 2/5/2025 Lanes: E, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) PolkSR No.: Paved - Y STATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250618_451485-1_sr-555_16300.pdf?sfvrsn=b8339a62_1570-010IntReviewPkg
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening, or is urban without curb and gutter · is resurfacing or construction of shoulder pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010intreviewpkg.pdf?sfvrsn=3ced1bd1_2570-010IndReviewPkg
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening, or is urban without curb and gutter · is resurfacing or construction of shoulder pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010indreviewpkg.pdf?sfvrsn=1e8a7166_1E1X79
: The Improvements under this Contract consist of Milling and Resurfacing and Pavement Marking along SR 35 (US 17, 264.560 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,184.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 20,675.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 192.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 383.000 0327- 70- 20 MILLING EXISTING ASPHALT PAVEMENT, 3 3/4" AVG DEPTH SY 81,558.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/nov06/e1x79.pdf?sfvrsn=5f532d60_1D9020000.do
consist of screenings from the processing of reclaimed portland cement concrete pavement to produce, for use in concretes, except for concrete pavements, approach slabs, bridge decks and precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9020000.do.pdf?sfvrsn=76b07e2_01250100.origind
or pavements, curbs, curb and gutter, valley gutter, ditch pavement, or rubble gutter. Perform work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/1250100.origind.pdf?sfvrsn=510c0799_03380000SS
) PAGE317.ThefollowingnewSectionisaddedafterSection337. SECTION338 VALUE ADDED ASPHALT PAVEMENT 338-1 Description. ConstructValue Added Asphalt Pavement consisting of Asphalt Concrete Structural Course and Asphalt Concrete Friction, Asphalt Pavement for a period of three years after final acceptance of the Contract in accordance with 5-11, including continued responsibility for performing all remedial work associated with pavement, to accept responsibility for maintaining the Value Added Asphalt Pavement, when remedial work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3380000ss.pdf?sfvrsn=2fdeec82_0E56C3-R0
, VOLUSIA Road Name: Pavement Markings & RPMs Limits: Midpoint Project(s): 44410017211(*) Federal Aid, this Contract consists of the installation of paint and thermoplastic pavement markings and removal, at least three (3) years of experience in the performance of Pavement Markings, or the Project, that presently has a certificate of prequalification with the Department in "Pavement Markings, Order: 007 Proposal: E56C3-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/e56c3-r0.pdf?sfvrsn=e89505f4_1DCE Memo 23-07 Retroactive implementation of July 2024 Standard Specifications
Concrete Pavement Changes made to add flexibility in saw cutting time and lowering the strength for opening concrete pavement to traffic. Contact: Rich Hewitt (386) 943-5305 Section 353 – Concrete Pavement Slab Replacement Changes made to address temperatures for section 353 slab replacement mix, pavement. Apply prime to base when asphalt is not placed within 24 hours of final preparation of base. Apply prime to full depth reclamation and cement stabilized bases. 350 CEMENT CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2023/dce-memo-23-07-retroactive-implementation-of-july-2024-standard-specifications.pdf?sfvrsn=3e5cb2fa_22025FDM940SandPM
Topic #625-000-002 FDOT Design Manual 940 - Signing and Pavement Marking Plans 940 Signing and Pavement Marking Plans 940.1 General This chapter provides the requirements for the development of Signing and Pavement Marking (S&PM) Plans. See FDM 230 for the requirements of signing and pavement marking designs. S&PM Plans are usually a component set of plans. Projects with minimal signing and pavement marking improvements may include S&PM sheets in the Roadway Plans set. 940.1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm940sandpm.pdf?sfvrsn=c69045d6_19900400-722FHWA
). 990-4.2 Composition: Removable tape shall be one of the products listed on the APL. The pavement, resistance value of 55 BPN Retroreflectivity: The white and yellow pavement markings shall attain, pavement markings shall have a retroreflectance of less than 20 mcd/lx·m 2 . The retroreflectance of the white and yellow pavement markings at the end of the six-month period shall not be less, is the measured percent of pavement marking material completely removed from the pavement. The pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9900400-722fhwa.pdf?sfvrsn=e287d4e7_27110200.origind
input is encouraged. DS/ot Attachment 7110200 All Jobs THERMOPLASTIC PAVEMENT MARKINGS. (REV, . 711-4.1 General: Remove existing pavement markings such that scars or traces of removed markings will not conflict with new pavement markings by a method approved by the Engineer. Cost for removing conflicting pavement markings during maintenance of traffic operations to be included, affect the bond of the pavement markings by a method approved by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7110200.origind.pdf?sfvrsn=786350bf_0E3Y54
and pavement markings, and bridge joint replacements on Bridge No. 610074 and Bridge No. 610073. FPID, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 217,072.000 0334- 1- 53 SUPERPAVE ASPHALTIC, , FC-12.5, PG 76 -22 TN 23,646.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 73.300 0425- 1-910 INLETS, " THICK SY 89.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 24.000 0527- 2, 7.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 41,673.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/e3y54.pdf?sfvrsn=f3dae183_120250715_452766-1_SR 600_15241
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, at the time of the investigation. Should questions arise regarding the pavement composition, it, . 0.544Outside:Paved Overall Pavement Condition (from DMO field review):FairMedian Curbed (Y/N):PavedLawn: YOther:Curb & Gutter (Y/N):N Mainline Cores (ML) PAVEMENT LAYER (IN.)BASECRACK Brighton Bay, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By:TEST LAB, INC.Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250715_452766-1_sr-600_15241.pdf?sfvrsn=22e0ed19_1