7440 search results for Pavement
20250707_452826-1_SR 865_12004
McGregor BlvdInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section: 7/7/2025 Lanes, By: Median Curbed (Y/N): 2.997 452826-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250707_452826-1_sr-865_12004.pdf?sfvrsn=50fc8af8_120241207_447919-1_SR 687_15090000
1.616Outside:NONE Overall Pavement Condition (from DMO field review):FairMedian Curbed (Y/N):Paved: YLawn: YOther:Curb & Gutter (Y/N):Y MainlineanGoreAreaCores (ML/GO) PAVEMENT LAYER (IN.)BASECRACK, Roadway STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, P A V E M E N T C O N D I T I O N COMMENTS 1.616Outside:NONE Overall Pavement, MainlineanGoreAreaCores (ML/GO) PAVEMENT LAYER (IN.)BASECRACK N. of 30th Ave N.Inside:NONE County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20241207_447919-1_sr-687_15090000.pdf?sfvrsn=fe2bf303_120240514_457287-1_SR 25_07030000
N1.42.11.75.210.3F Rim mark STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, : RCS Coring Completion Date: Cored By: Median Curbed (Y/N): CRACK Mainline Cores (ML) PAVEMENT, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair, O N D I T I O N COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, ) PAVEMENT LAYER (IN.) HendrySR No.: BASE LawnCurb & Gutter (Y/N):Y (Outside) Other: Typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20240514_457287-1_sr-25_07030000.pdf?sfvrsn=9ca448d1_12025FDM940SandPM
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 S&PM designs, - Signing and Pavement Marking Plans S&PM Plans may require insertion of sheets that were prepared, on including early works sheets. For standalone signing or pavement marking projects, include the list
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm940sandpm.pdf?sfvrsn=fbe7ed27_22025FDM230SPavtMarkings
To p ic #625-000-002 FDOT Design Manual 230 - Signing and Pavement Marking 230 Signing and Pavement Marking 230.1 General Traffic control devices are necessary to help ensure highway safety, and layout of signs and pavement markings should complement the basic highway design. FHWA’s, highway signs and pavement marking messages . Each sign is identified by a unique designation. Signs and pavement markings not included in the MUTCD or in the Standard Plans are to be detailed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm230spavtmarkings.pdf?sfvrsn=4cea8581_4E55F3
: The Improvements under this Contract consist of rehabilitation of the existing pavement through milling and resurfacing and the addition of safety countermeasures through signing and pavement marking, 628.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 32,235.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 3,808.000 0327- 70- 17 MILLING EXISTING ASPHALT PAVEMENT, 3 1/4" AVG DEPTH SY 96,997.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/e55f3.pdf?sfvrsn=8a3d49e0_4E3Y29
ASPHALT PAVEMENT, 3" AVG DEPTH SY 167,568.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, TURF, SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010 SY 165.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 5,688.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 23.812 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.042 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/e3y29.pdf?sfvrsn=84a5703a_1D7090000.do
to the pavement utilizing equipment that will produce continuously uniform dimensions of the stripe, . 709-4 Application. 709-4.1 General: Apply the Two Reactive Component product to the pavement, with new stripes and markings by a method approved by the Engineer. Priortoapplying pavement stripes and markings, remove any material that would adversely affect the bond of the pavement stripes, the manufacturer’s recommendations for application temperature. Do not apply pavement markings when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do5c85abb5ec9a47269f32049f5788a7b7.pdf?sfvrsn=ff283441_0D7090000.do
to the pavement utilizing equipment that will produce continuously uniform dimensions of the stripe, . 709-4 Application. 709-4.1 General: Apply the Two Reactive Component product to the pavement, with new stripes and markings by a method approved by the Engineer. Priortoapplying pavement stripes and markings, remove any material that would adversely affect the bond of the pavement stripes, the manufacturer’s recommendations for application temperature. Do not apply pavement markings when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do.pdf?sfvrsn=4380a95d_0SS7010000
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV 11-4-10) (FA 1-4-11) (7-11) SECTION 701 (Pages 787 – 790) is deleted and the following substituted: SECTION 701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS 701-1 Description. Apply audible and vibratory pavement markings in accordance, pavement. Apply traffic stripes or markings only to dry surfaces, and when the ambient air and surface, measured above the pavement surface. As an alternative to the flat baseline, a profiled baseline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7010000.pdf?sfvrsn=bc3e608c_02025fdm230spavtmarkings
To p ic #625-000-002 FDOT Design Manual 230 - Signing and Pavement Marking 230 Signing and Pavement Marking 230.1 General Traffic control devices are necessary to help ensure highway safety, and layout of signs and pavement markings should complement the basic highway design. FHWA’s, highway signs and pavement marking messages . Each sign is identified by a unique designation. Signs and pavement markings not included in the MUTCD or in the Standard Plans are to be detailed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/2025fdm230spavtmarkings.pdf?sfvrsn=1bda82c0_1E4Y23-R0
PAVEMENT, 1" AVG DEPTH SY 500.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 50.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 20.000 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 10.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 3.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/e4y23-r0.pdf?sfvrsn=88014690_12026FDM940SandPM
Topic #625-000-002 FDOT Design Manual January 1, 2026 940 - Signing and Pavement Marking Plans 1 940 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, , 2026 940 - Signing and Pavement Marking Plans 2 S&PM Plans may require insertion of sheets, for instructions on including early works sheets. For standalone signing or pavement marking projects, include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm940sandpm.pdf?sfvrsn=8b5e1cfe_62026FDM940SandPM
Topic #625-000-002 FDOT Design Manual January 1, 2026 940 - Signing and Pavement Marking Plans 1 940 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, , 2026 940 - Signing and Pavement Marking Plans 2 S&PM Plans may require insertion of sheets, for instructions on including early works sheets. For standalone signing or pavement marking projects, include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm940sandpm.pdf?sfvrsn=9000905c_320240514__447287-1_SR 25_07030000
:07030000West Sagamore AvenueInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, : Cored By: Median Curbed (Y/N): CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) HendrySR No.: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, ID:07030000West Sagamore AvenueInside: Shoulder Type and Condition: Overall Pavement Condition, : Other: Cored By: Median Curbed (Y/N): CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) HendrySR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20240514__447287-1_sr-25_07030000.pdf?sfvrsn=99c82519_120250707_452826-1_SR 865_12004000
McGregor BlvdInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section: 7/7/2025 Lanes, Cored By: Median Curbed (Y/N): 2.997 452826-1 CRACK Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250707_452826-1_sr-865_12004000.pdf?sfvrsn=9f571830_120250707_452826-1_SR 865_12004000
McGregor BlvdInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section: 7/7/2025 Lanes, Cored By: Median Curbed (Y/N): 2.997 452826-1 CRACK Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250707_452826-1_sr-865_12004000cac3b5c2-1b59-4bbc-a552-0a622575103d.pdf?sfvrsn=1795d1db_120220425_447436-1_SR 559_16160
1.60 1.80 0.40 4.80 4.50 12.00 2.10 Notes: Lane Designations - Increasing MP Lane Type Pavement, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. S - Severe, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER, Overall Pavement Condition (from DMO field review): Lawn Curb & Gutter (Y/N): N CRACK Mainline Cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20220425_447436-1_sr-559_16160.pdf?sfvrsn=e0bc04ee_120030525_410251-5_SR 15 (US 17)_79050
: The pavement data from the coring effort (completed in 01/03/2003 and 05/25/2003) has been adjusted to reflect, ) and the resurfacing (put back) - - the overall pavement thickness (core length) remains "unchanged". Minor, . Pavement crack data, rut depth and cross slope has been deleted as it is no longer relevlant after, . Base Crack Pavt Cond. Cross Slope (%) Rut Depth (in) Pavement Layer (in.) Comments Volusia, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 5/25/2003 US 92 Core No. MP Distance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20030525_410251-5_sr-15-(us-17)_79050.pdf?sfvrsn=36f77614_1E8W05BidTabs
necessary to perform routine and priority repairs on roadway asphalt, pavement markings, and other, 2,250.00 0075 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 25.000 SY 40.00000 1,000.00 40.00000 1,000.00 0080 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 25.000 SY 20.00000 500.00 40.00000 1,000.00 0085 0327 70 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG, PAVEMENT, 3" AVG DEPTH 100.000 SY 40.00000 4,000.00 40.00000 4,000.00 0095 0327 70 5 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/apr08/e8w05bidtabs.pdf?sfvrsn=d87fec96_1