7221 search results for Pavement
Historical Item Averages Statewide 12 Months
SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 49 $49.07 $23,089,476.35 470,505.400 CY N, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 63 $1,795.05 $1,595,796.93 889.000 LO N TEMPORARY CRASH, 1 26 $2.09 $3,133,230.61 1,500,312.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 37 $3.55 $5,281,129.99 1,488,556.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 3 11 $5.27 $2,778,735.66 526,900.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/statewide/pdf/historical-item-averages-statewide-12-months.pdf?sfvrsn=32501f5b_69320000-723FHWA
for Concrete Pavement and Concrete Structures. Dear Mr. Nguyen: We are submitting, for your approval, two, Construction Engineer 9320000 All Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler, to the requirements of Section 6. 932-1.2 Joint Sealer for Pavement and Structures: 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphaltic concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9320000-723fhwa.pdf?sfvrsn=7a394107_22026FDMD227FreightFacilities
Parking within Truck Parking Facility 227.7.4 Pavement Type In accordance with the FDOT Pavement, to cause rutting, cracking, and potholes in regular flexible pavement design. Concrete’s rigidity, . Other new and innovative pavements are considered experimental and must be assessed by the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdmd227freightfacilities.pdf?sfvrsn=e4160fa5_62026FDMD227FreightFacilities
Pavement Type In accordance with the FDOT Pavement Type Selection Manual, all new and reconstructed, pavement design. Concrete’s rigidity and high tensile strength allows it to have a heavier loading capacity and reduced long-term maintenance. Other new and innovative pavements are considered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmd227freightfacilities.pdf?sfvrsn=aef7fdee_2433256 FINAL AS_BUILT ROADWAY PLANS (1)
SHEET SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS T1629 (863) 519-2426 BARTOW, FL 33830-3809, 2 SIGNATURE SHEET 1 KEY SHEET SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS T1629 (863, NO. SIGNING AND PAVEMENT MARKING PLANS SIGNATURE SHEET 2 SHEET DESCRIPTION SHEET NO. ROADWAY, " OVERLAP 8" OVERLAP 8" OVERLAP 8" MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1.50") FRICTION COURSE, 76-22, PMA), AND MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (2.25") (INCLUDE 8" OVERLAY) 7/14/2015
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/433256-final-as_built-roadway-plans-(1).pdf?sfvrsn=166697cd_1DEV333HFST (3-13-24)
and protect all existing pavements and pavement markings that are adjacent to the application surfaces, temporary or permanent pavement markers and delineation in place when lanes are open to public, surfaces. For applications on new pavements, install the HFST a minimum of 30 calendar days after the placement of the underlying and adjacent asphalt pavement. Clean asphalt pavement surfaces using, pavement surfaces by shot blasting to remove all curing compounds, loosely bonded mortar, surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev333hfst-(3-13-24).pdf?sfvrsn=a4e34e93_1Executed Contract BEA97 Renewal 1 with Modifications 1 and 2
with Airport Pavement Marking Condition Assessment Services and/or Airport Pavement Marking and Related, the Vendor to furnish certain services in connection with Airport Pavement Marking Condition Assessment Services and/or Airport Pavement Marking and Related Services ; and WHEREAS, the Department has, of the pavement markings. EXHIBIT “A” SCOPE OF SERVICES Statewide Airport Marking Program Florida, (SAMP) to assist p a rticipating public-use a irport f acilities in F lorida. Airfield pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/executed-contract-bea97-renewal-1-with-modifications-1-and-2.pdf?sfvrsn=29a496b_1Executed Contract BEA97 Renewal 1 with Modifications 1 and 2
with Airport Pavement Marking Condition Assessment Services and/or Airport Pavement Marking and Related, the Vendor to furnish certain services in connection with Airport Pavement Marking Condition Assessment Services and/or Airport Pavement Marking and Related Services ; and WHEREAS, the Department has, of the pavement markings. EXHIBIT “A” SCOPE OF SERVICES Statewide Airport Marking Program Florida, (SAMP) to assist p a rticipating public-use a irport f acilities in F lorida. Airfield pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/pdfs/executed-contract-bea97-renewal-1-with-modifications-1-and-2.pdf?sfvrsn=9123857c_17100402-724origind
9.Whatisthecommunicationplan? 10.Whatisthescheduleforimplementation? 2 7100402 All Jobs PAINTED PAVEMENT, . 710-4.1 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. Before applying pavement markings, remove any material that would adversely affect the bond of the pavement markings, not apply painted pavement markings when winds are sufficient to cause spray dust. Apply painted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/7100402-724origind.pdf?sfvrsn=79b88454_17110200.impl
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, . Beforeapplyingpavementmarkings, remove any material that would adversely affect the bond of the pavement, of portland cement concrete pavement. Applypavement markings to dry surfaces only, and when the ambient, specified in 710-5. When applying pavement markings over existing markings, ensure that no more
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7110200.impl.pdf?sfvrsn=7385357a_0FDOT MPO Program Management Handbook_Ch 9
) .............................................................. 9 Pavement and Bridge Condition Performance Measures, )............................................................................ 9 Table 9.4 Pavement and Bridge Condition Performance Measures (PM2, highway safety (PM1), pavement and bridge condition (PM2), and system performance (PM3, Part 490 Subpart B Assessing Pavement and Bridge Condition for the National Highway Performance Program (PM2) 23 CFR Part 490, Subpart C (Pavement) and Subpart D (Bridge) Assessing Performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/mpo-program-management-handbook/fdot-mpo-program-management-handbook_ch-9.pdf?sfvrsn=62071cf5_7D1020000.do
control and safety devices during construction. Furnish and install work zone pavement markings, to any traffic during the performance of the work, and repair any damage to existing pavement open, the following requirements: Raised Retro-reflective Pavement Markers and Bituminous Adhesive Section 970 Work Zone Pavement Markings .............................................. 971-1 and 971-19, ..................................................................................Section 971 Preformed Pavement Stripes and Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do.pdf?sfvrsn=76f7cf38_0D1020000.do
control and safety devices during construction. Furnish and install work zone pavement markings, to any traffic during the performance of the work, and repair any damage to existing pavement open, the following requirements: Raised Retro-reflective Pavement Markers and Bituminous Adhesive Section 970 Work Zone Pavement Markings .............................................. 971-1 and 971-19, ..................................................................................Section 971 Preformed Pavement Stripes and Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_0E1V13
this Contract consist of milling and resurfacing and pavement markings on SR 66 from West of Sweetwater Road, - 70- 4MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTHSY109,661.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY42,917.000 0334- 1- 53SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, TN12,587.800 0570- 1- 2PERFORMANCE TURF, SODSY24,048.000 0706- 1- 3RAISED PAVEMENT MARKER, TYPE BEA1,147.000 0710- 11-101PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM15.465 0710- 11-125PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1v13.pdf?sfvrsn=27af5b78_11021120FHWA
substituted: 102-11.20 Work Zone Pavement Markings: Painted pavement markings will be paid as specified, tape to be paid for pavement messages, symbols, and arrows will be per each, authorized and acceptably, as installed/used on the project. Payment for removing conflicting pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) will be included in Maintenance of Traffic, lump sum, substituted: 102-11.20 Work Zone Pavement Markings: Painted pavement markings will be paid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1021120fhwa.pdf?sfvrsn=25a27ceb_19710104-122FHWA
Pavement Marking Materials. Dear Mr. Nguyen: We are submitting, for your approval, two copies, Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, Engineer 9710104 All Jobs PAVEMENT MARKING MATERIALS (REV 6-7-21) SUBARTICLE 971-1.4 is deleted and the following substituted: 971-1.4 Approved Product List (APL): All pavement marking materials, all standard thermoplastic and profiled thermoplastic pavement marking materials in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9710104-122fhwa0c3ca568fb0349c1847c52f7f20f4661.pdf?sfvrsn=a53fecc8_29710104-122FHWA
Pavement Marking Materials. Dear Mr. Nguyen: We are submitting, for your approval, two copies, Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, Engineer 9710104 All Jobs PAVEMENT MARKING MATERIALS (REV 6-7-21) SUBARTICLE 971-1.4 is deleted and the following substituted: 971-1.4 Approved Product List (APL): All pavement marking materials shall, standard thermoplastic and profiled thermoplastic pavement marking materials in accordance with FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9710104-122fhwa.pdf?sfvrsn=cfc4f1a4_23270301.resp
3270301 Milling of Existing Asphalt Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen, pavement markers in use by the Department. Internally illuminated raised pavement markers, S707, remain as retro reflective raised pavement markers to discern between the retroreflective and internally illuminated raised pavement markers. Additionally, Design Plans should also continue to identify retroreflective raised pavement markers to eliminate confusion between the retro reflective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/3270301.resp.pdf?sfvrsn=3fd25205_07060000.resp
7060000 Retroreflective Pavement Markers and Bituminous Adhesive COMMENTS FROM INTERNAL, there are other types of raised pavement markers in use by the Department. Internally illuminated raised pavement markers, S707, are on the IPL and will be added to the APL. The designation in 990, 710, 706, 413, 102, and 327 must remain as retro reflective raised pavement markers to discern between the retroreflective and internally illuminated raised pavement markers. Additionally, Design Plans should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7060000.resp.pdf?sfvrsn=b4a0a04e_0D3390000.do
. Constructasphaltpavement in areas where vehicular traffic does not travel, such as pavement under guardrail, bicycle paths, median pavement, sidewalks, etc. Also,chemically treat the underlying soil, friction course (FC-2 and FC-5). For bicycle paths, use a mixture that produces a finished pavement, and Soil Treatment. Priortoplacingofthehotbituminous mixture, shape the soil on which the pavement, , and compact the soil to a firm state. Immediately before placing the pavement, uniformly apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3390000.do.pdf?sfvrsn=e6e192ec_0