7241 search results for Pavement
2025FDM230SPavtMarkings
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_30071100.FHWA
, base course, and pavement. Do not operate hauling units or equipment loaded in excess of the maximum weights specified in 7-7.2 on existing pavements that are to remain in place (including pavement being resurfaced), cement-treated subgrades and bases, concrete pavement, any course of asphalt pavement, and bridges. The Engineer may allow exceptions to these weight restrictions for movement, pavement or roadbed, at locations designated by the Engineer. If the Department determines that damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0071100.fhwa.pdf?sfvrsn=2db20b6f_020220425_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_1AppendixB
0.40 0.60 0.60 0.70 Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavements c 0.80 0.95 0.90, Table B-2: Manning’s n Values for Street and Pavement Gutters ................................B-5, , and farmland b 0.15 0.20 0.20 0.25 Bare Earth 0.30 0.50 0.50 0.60 Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavements c 0.75 0.95 0.90 0.95 SFR: 1/2-acre lots and larger 0.30 0.35, , and farmland b 0.25 0.35 0.30 0.40 Bare Earth 0.50 0.70 0.70 0.80 Rooftops and pavement 0.95 0.95
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixb.pdf?sfvrsn=a095e6b2_5FY 2026-27 Redline eBook compressed
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below the bridge, pertaining to borings, and pavement cores as shown in the Contract Documents, to be more than a general
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/ebook/fy-2026-27-redline-ebook-compressed.pdf?sfvrsn=a459e48a_1January 2022 Update Summary
or differing site conditions related to pavement coring data. 5 Florida Department, related to pavement coring data. 6 Florida Department of Transportation Special Provision, meet as a precedent to any entitlement for unforeseen or differing site conditions related to pavement, with Raised Pavement Markers. 16 Florida Department of Transportation Section 105 The changes, and Grubbing "Pavement" added to 110‐2 for clarity. Corrected the term used for concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/january-2022-update-summary.pdf?sfvrsn=84223ec1_220231013_443358-2_No SR_08000
1.70 1.70 9.00 1.50 MIN 1.20 1.20 4.00 0.60 LAYER COEF. 0.25 UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, locations. For pavement design, assume 12 inches of thickness for stabilization. 443358-2 CRACK All, cored at the time of the investigation. Should questions arise regarding the pavement composition, . PAVEMENT LAYER (IN.) CITRUS SR No.: BASE NA 5. A blank cell indicates measurement was not recorded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20231013_443358-2_no-sr_08000.pdf?sfvrsn=786b2d70_120230927_447378-1_SR 64_13050
: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline, RIVER BRDG # 0137 Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, . For pavement design, assume 12 inches of thickness for stabilization. 447378-1 CRACK All Cores 2, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230927_447378-1_sr-64_13050.pdf?sfvrsn=b4b11069_120240111_441098-3_SR 580_10310
Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved BASE 0.602
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240111_441098-3_sr-580_10310.pdf?sfvrsn=cee30f83_1