7443 search results for Pavement
D3-03-20-25BSN
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_0FY 2024-2025 Workbook
. MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING.(REV 8-17-22) (FA 2-14-00) (FY 2024-25, PAVEMENT - EQUIPMENT.(REV 12-1-93) (FY 2024-25) SP3270200 Use when requested by the district Construction Engineer. MILLING OF EXISTING ASPHALT PAVEMENT - STRUCTURAL PAVE BACK.(REV 8-17-22) (FA 12-30-19, Use on all interstate and limited access asphalt pavement roadway projects. IRI-based Incentive, ) SP3340203 Use on projects with available coring data. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV
https://www.fdot.gov/programmanagement/implemented/workbooks/fy-2024-2025-workbookJan 2022 Workbook
OF EXISTING ASPHALT PAVEMENT.(REV 8-31-99) (FA 2-14-00) (1-22)Insert Information Required.Changes, PAVEMENT - EQUIPMENT.(REV 12-1-93) (1-22)Changes to: 327-2. SP3270200 Use when requested by the District. MILLING OF EXISTING ASPHALT PAVEMENT(REV 12-16-19) (FA 12-30-19) (1-22)Changes to: 327-3, , 330-9.5. SP3300802 Use on all interstate and limited access asphalt pavement roadway projects, on projects with available coring data. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV 5-11-16) (FA
https://www.fdot.gov/programmanagement/implemented/workbooks/jan-2022-workbookJanuary 2020 Workbook
contaminated areas are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT.(REV 8-31-99) (FA, , square yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (1-20)Changes, interstate and limited access asphalt pavement roadway projects. CEMENT CONCRETE PAVEMENT (COLORED, Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS.(REV 1-7-16) (FA 1-14-16) (1-20)Changes to: 457
https://www.fdot.gov/programmanagement/implemented/workbooks/janworkbook2020/january-2020-workbookJuly 2019 Workbook
ASPHALT PAVEMENT.(REV 8-31-99) (FA 2-14-00) (7-19)Insert Information Required.Changes to: 327-1, to be retained. Use "all, tons, square yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT, , 330-9.5. SP3300802 Smooth pavement, for interstate and limited access roadway projects only. Use with the approval of the District Construction Engineer. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE, Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS.(REV 1-7-16) (FA 1-14-16) (7-19)Changes to: 457
https://www.fdot.gov/programmanagement/implemented/workbooks/julworkbook2019/july-2019-workbookJanuary 2019 Workbook
PAVEMENT.(REV 8-31-99) (FA 2-14-00) (1-19)Insert Information Required.Changes to: 327-1, 327-6, to be retained. Use "all, tons, square yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV, , 330-9.5. SP3300802 Smooth pavement, for interstate and limited access roadway projects only. Use with the approval of the District Construction Engineer. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV, Pavement INTEGRAL PILE AND COLUMN JACKETS.(REV 1-7-16) (FA 1-14-16) (1-19)Changes to: 457. SP4570000
https://www.fdot.gov/programmanagement/implemented/workbooks/janworkbook2019/default.shtmJuly 2018 Workbook
OF EXISTING ASPHALT PAVEMENT(REV 8-31-99) (FA 2-14-00) (7-18)Insert Information Required.Changes, quantity to be retained. Use "all, tons, square yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT, , 330-9.4, 330-9.5. SP3300802 Smooth pavement, for interstate and limited access roadway projects only. Use with the approval of the District Construction Engineer. CEMENT CONCRETE PAVEMENT (COLORED, with Colored Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS.(REV 1-7-16) (FA 1-14-16) (7-18)Changes
https://www.fdot.gov/programmanagement/implemented/workbooks/julworkbook2018/default.shtmJanuary 2018 Workbook
are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT.(REV 8-31-99) (FA 2-14-00, ", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (1-18)Changes to: 327-2. SP3270200 Use when requested by the District. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV 5-11-16) (FA 5-12-16) (1-18)Changes to: 350-1, 350-2, 350-10. SP3500200 Jobs with Colored Concrete Pavement, , 455-7.8. SS4550707 All Jobs Mandatory #2 (2-18 Implementation) 710 PAINTED PAVEMENT MARKINGS.(REV
https://www.fdot.gov/programmanagement/implemented/workbooks/janworkbook2018/default.shtm29578.02_SSI Intersections_Crash Facts Infosheet Sig & Unsig
information can be found in the FDOT Design Manual chapter 231 Lighting. Improving pavement friction, Intervals REAR END ANGLE LEFT TURN Focus Crash Ty p e s Pavement Friction Management REAR END Focus, . Improving pavement friction through countermeasures such as High Friction Surface Treatment (HFST) can, . There are a variety of low cost countermeasures such as signing and pavement markings to warn, TURN ANGLE Focus Crash Ty p e s Pavement Friction Management REAR END Focus Crash Ty p e s L i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/29578-02_ssi-intersections_crash-facts-infosheet-sig-unsig.pdf?sfvrsn=bf0653b5_1F4006ScopeServices
, panel), pavement markings (detectable warnings, painted, thermoplastic), loop assembly, drainage (inlet, , excluding the cost of construction materials. 338 VALUE ADDED ASPHALT PAVEMENT 338-1 Description. Construct value added asphalt pavement consisting of asphalt concrete structural course, , as designated herein, is responsible for performance of the value added asphalt pavement including continued responsibility for performing all remedial work associated with pavement distresses exceeding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4006/f4006scopeservices.pdf?sfvrsn=eab670c3_2July 2021 Workbook
when contaminated areas are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT.(REV, , tons, square yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (7-21)Changes to: 327-2. SP3270200 Use when requested by the District. MILLING OF EXISTING ASPHALT PAVEMENT, and limited access asphalt pavement roadway projects. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE
https://www.fdot.gov/programmanagement/implemented/workbooks/julworkbook2021/july-2021-workbookD3-09-24-25BSN
), adding curb and gutter, barrier walls, sidewalk, drainage improvements, ITS, signing & pavement, , PG76-22 TN 201.000 0350- 3- 5 PLAIN CEMENT CONCRETE PAVEMENT, 8" SY 111.000 0350- 3- 7 PLAIN CEMENT CONCRETE PAVEMENT, 9" SY 7,017.000 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 10,723.000 0352- 70- GRINDING CONCRETE PAVEMENT SY 7,128.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/sep24/d3-09-24-25bsn.pdf?sfvrsn=f4280fa4_12026FDM232Signalization
analysis may be required to weigh the impacts of increased pavement width and signal operations, of advance and/or overhead lane use signs should be used as a supplement to pavement arrows on stems, technology types commonly used with signal design include inductive loops installed in pavement, detection is generally used with asphalt pavement, and video detection with concrete pavement or bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm232signalization.pdf?sfvrsn=ebf88f59_2E4X94 BidTabs
), pavement markings (detectable, painted, RPM, thermoplastic), signing (single-column, panel, enhanced, SPECIAL DETOUR- TEMPORARY PAVEMENT 44841515201 (192.000) SY (LS) 13,000.00000 13,000.00, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 31,729.000 SY 3.05000 96,773.45 3.55000 112,637.95 3.45000, 450,877.00 1,000,000.00000 1,000,000.00 0015 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 31,729.000 SY 5.80000 184,028.20 12.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/bidtabs/2025/sep05/e4x94-bidtabs.pdf?sfvrsn=7acdc943_1PublicHearing_OSCEOLA COUNTY_Summary
RIVER COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028, BRONSON HWY/13 ST/VINE ST FROM MAIN ST TO AERONAUTICAL DR Type of Work: PAVEMENT ONLY RESURFACE, TO THE REEDY CREEK BRIDGE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028, 452696-1 - SR 600 / JOHN YOUNG PARKWAY FROM POLK COUNTY LINE TO SUNDOWN DR Type of Work: PAVEMENT, 192 FROM NOVA AVE TO HIBISCUS RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding
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_summaryf3f24785-2000-4f35-9b7e-0bc0427e32b7.pdf?sfvrsn=a6d625a3_22026FDM232Signalization
analysis may be required to weigh the impacts of increased pavement width and signal operations, of advance and/or overhead lane use signs should be used as a supplement to pavement arrows on stems, technology types commonly used with signal design include inductive loops installed in pavement, detection is generally used with asphalt pavement, and video detection with concrete pavement or bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm232signalization.pdf?sfvrsn=b6e7138d_1PublicHearing_OSCEOLA COUNTY_Summary_2027_2031
: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction State, WEST OF SR 429 TO THE REEDY CREEK BRIDGE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, OSCEOLA COUNTY Highways 454212-1 - SR 500/US 192 FROM NOVA AVE TO HIBISCUS RD Type of Work: PAVEMENT, 454213-1 - SR 60 FROM E OF KISSIMMEE RIVER BRIDGE TO BLANKEY BAY SLOUGH Type of Work: PAVEMENT ONLY, 456132-1 - SR 60 FROM W PEAVINE RD TO W OF FL TURNPIKE Type of Work: PAVEMENT ONLY RESURFACE (FLEX
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_2027_2031.pdf?sfvrsn=1f7dfc4e_1