7241 search results for Pavement
2026FDM916DrainStruct
and scale. (2) Display proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps, , driveways, buildings, underground and overhead utilities, walls, curbs, pavements, fences, railroads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm916drainstruct.pdf?sfvrsn=9d50f08_320230913_4496871_SR417_77470
. No. Lane W h e e l P a t h Pavement Layer Type (in.) Base Median Curbed (Y / N): N, PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Intertek-PSI Date: 9/3/2023 - 9/13/2023, Pavement Layer Type (in.) Base Median Curbed (Y / N): N Paved, Lawn, Other: Paved, Lawn Curb & Gutter (Y, : 50.000 Core Lgth (in.) LR STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, . No. Lane W h e e l P a t h Pavement Layer Type (in.) Base Median Curbed (Y / N): N Paved, Lawn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/77-seminole/20230913_4496871_sr417_77470.pdf?sfvrsn=d3d6ad0d_143359245801-PLANS-02-SIGNINGMARKING
FISCAL S-1 SHEET DESCRIPTION SHEET NO. AMY BLAIR, P.E. FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND KEY SHEET TABULATION OF QUANTITIES S-1 S-4 S-2 TO S-3 S-5 TO S-18 GENERAL NOTES SIGNING AND PAVEMENT MARKING PLANS STATE ROAD NO. 45 (US 41) SIGNING AND PAVEMENT MARKING PLAN ON THE DATE ADJACENT TO THE SEAL, TABULATION OF QUANTITIES *THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/43359245801-plans-02-signingmarking.pdf?sfvrsn=26c2efea_1FreighTEC_Cost_Benefit_Final_Report
-Output LCCA Life-cycle cost analysis MPO Metropolitan Planning Organizations PPM Pavement Performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/research-papers/freightec_cost_benefit_final_report.pdf?sfvrsn=d5ccce0e_144787815201 - DESIGN DOCUMENTATION
and resurfacing, drainage evaluation, signing and pavement marking replacement, and signal upgrades. All, with the proposed improvements will be relocated as necessary. 3. Signing and Pavement Marking Prepare, that does not disturb or damage the utility. Locates through asphalt pavement shall be finished, . Locates through concrete pavement, sidewalks, etc. shall be finished using a high strength concrete mix, or jagged edges. IV. PAVEMENT DESIGN The CONSULTANT shall develop a pavement design in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201---design-documentation.pdf?sfvrsn=4344aa37_1D1-05-16-24BSN
, signalization, landscaping, and signing and pavement marking of SR 31 at CR 74 in Charlotte County, - 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44195015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, - 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 8,010.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 863.000 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN, ASPHALT PAVEMENT TN 28.800 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 1,954.000 0350- 30
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may16/d1-05-16-24bsn.pdf?sfvrsn=c91c94ca_1D3-06-13-24BSN
improvements, signing and pavement markings and signalization along SR 297 from SR 10A (US 90) Mobile Hwy, 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 15,006.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 36,316.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, PERFORMANCE TURF, SOD SY 2,826.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,372.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.142 0710- 11-102 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jun13/d3-06-13-24bsn.pdf?sfvrsn=4349edba_1July 2022 Update Summary
of Class I pavement in Section 346 is repeat of the definition in Section 350. In Section 346 only, for acceptance testing, and other requirements of Class I pavement described in Table 346-3, to the list of types of cement in Table 346-1. The LOT size definition of Class I pavement in Section, for acceptance testing, and other requirements of Class I pavement, described in Table 346- 3, repetitive language requirements in the Standard Specification. SS3500200 -Cement Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/july-2022-update-summary.pdf?sfvrsn=4a0b2dd5_2D4-10-03-25BSN
BROWARD GENERAL PAVEMENT REPAIRS - ROUTINE MAINTENANCE 44932427201(*) BROWARD 12 E4Y44-R0 BROWARD, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 92.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 62.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 7.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,408.000 0337- 7- 82 ASPHALT CONCRETE, Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 79.000 0710- 90- PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/d4-10-03-25bsn.pdf?sfvrsn=43f11a3a_1TP-01-13-26BSN
to milepost 80.720. Other components of the project include roadway, drainage, signing and pavement, 228.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 617.000 0550- 10-344 FENCING, TYPE, (44276435201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44276435201) LS 1.000 0102- 2-300, - 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,639.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 45,130.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/tp-01-13-26bsn.pdf?sfvrsn=ea1c9162_1Historical Item Averages Market Area 13
52,495.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 3 $5.66 $91,100.00 16,083.000 CY N SPECIAL, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 3 $6.98 $168,113.85 24,073.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 14 $5.13 $1,569,902.36 305,884.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 12/22/2025 Page: 4 Florida Department, MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 0327 70 8 3 $4.41 $553,675.73 125,650.000 SY N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-13.pdf?sfvrsn=24273832_52025FDM212Intersections
. Additional pavement may be necessary to accommodate the turning of large trucks. (4) Turning, pavement areas of highly skewed intersections increase construction and maintenance costs. Ref, conditions. Pavement markings should be used through the intersection to provide positive guidance, -drained and smooth roadway system. Elements that may require special profiles include pavement edges, , then consider adding extra pavement width such as a taper or additional shoulder width. See FDM 210.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm212intersections.pdf?sfvrsn=866453ce_12026FDM212Intersections
safe crossing gaps. (3) Turning movements are difficult because of the skew . Additional pavement, may be confusing and require additional channelization. (5) Increased open pavement areas of highly, intersections should meet the requirements for non-merging conditions. Pavement markings should, that may require special profiles include pavement edges or gutter flow lines at street intersections, for accommodating U-turns, then consider adding extra pavement width such as a taper or additional shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm212intersections.pdf?sfvrsn=cb5713fa_6001-556 7-22impl
MILLING OF EXISTING ASPHALT PAVEMENT (REV 1-22-21) (FA 1-25-22) (7-22) SUBARTICLE 327-3.1, raised pavement markers (RPMs) before milling. Include the cost of removing existing RPMs in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface, the amount of dust being emitted. The Engineer may require prewetting of the pavement. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/001-556-7-22impl.pdf?sfvrsn=1889154d_2001-556-722FHWA
Engineer. MILLING OF EXISTING ASPHALT PAVEMENT (REV 12-2216-2119) (FA 12-30-19) (1-22) SUBARTICLE, the existing raised pavement markers (RPMs) before milling. Include the cost of removing existing, pavement to the average depth specified in the Plans, in a manner that will restore the pavement, of the pavement. Provide positive drainage of the milled surface and the adjacent pavement. Perform, to opening to traffic. Before opening an area which has been milled to traffic, sweep the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/001-556-722fhwa.pdf?sfvrsn=c36350ee_2001-556-722origind
OF EXISTING ASPHALT PAVEMENT (REV 12-146-2119) (FA 12-30-19) (1-22) SUBARTICLE 327-3.1 is deleted and the following substituted: 327-3 Construction. 327-3.1 General: Remove the existing raised pavement, . When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface to a uniform cross, of dust being emitted. The Engineer may require prewetting of the pavement. Provide positive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/001-556-722origind.pdf?sfvrsn=5e4cb7cf_2E3X19BidTabs
PAVEMENT 21791095201 (4416.000) SY (LS) 82,000.00000 82,000.00 224,896.91000 224,896.91 112,175.80000, 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 11,065.000 SY 3.00000 33,195.00 2.42000, MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH 2,104.000 SY 2.60000 5,470.40 5.78000 12,161.12, 434,358.38 0305 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 13.400 TN 400.00000 5,360.00 742.14000 9,944.68 1,287.31000 17,249.95 0310 0350 30 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12" DEPTH 803.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/jun19/e3x19bidtabs.pdf?sfvrsn=d15a5211_12022 DCE Memo
706 REVISION (RAISED PAVEMENT MARKERS AND ADHESIVE) (*.pdf, 56 KB) Useful
https://www.fdot.gov/construction/memos/2022-dce-memoE3W17BidTabs
and pavement marking improvements. PRE-QUALIFICATION IS REQUIRED TO BID ON THIS PROJECT. 137 AVAILABLE, 14,268.00 50.00000 6,150.00 194.80000 23,960.40 0125 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1, MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH 46,840.000 SY 2.80000 131,152.00 3.19000 149,419.60 6.52000 305,396.80 0135 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/aug10/e3w17bidtabs.pdf?sfvrsn=6cd4d7d9_12024FDM911ModelManagement
. Display proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm911modelmanagement.pdf?sfvrsn=1fd243d1_1