7221 search results for Pavement
RDB 24-03
Drainage Engineers, District Pavement Design Engineers, District Materials and Research Engineers, of the 2024 FDOT Flexible Pavement Design Manual (FPDM). BACKGROUND To improve pavement durability while, must be clearly documented in the Pavement Design Package and concurrence obtained by the District, “It is highly recommended that the Pavement Design Engineer become thoroughly familiar, should be clearly documented in the Pavement Design Package.” Additionally, Section B.4.1 (Minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb-24-03.pdf?sfvrsn=b7b7eacb_19320200-724IMPL
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-3-23, Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler shall, 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 and portland cement concrete pavement. These materials may also be used to seal joints in portland cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9320200-724impl.pdf?sfvrsn=cab6f81d_19320000-723impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV, Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler shall, 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 and portland cement concrete pavement. These materials may also be used to seal joints in portland cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9320000-723impl.pdf?sfvrsn=1c964522_29930206.comm
a height of 18, 24, 30, 36, 42 or 48 inches above the pavement surface as specified in the plans, of concrete pavements, but perhaps they should be white or purple like the backgrounds on the Sunpass, measurement to be determined (at the top of the delineator, 18 inches above pavement surface to simulate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9930206.comm.pdf?sfvrsn=4af2fd0_09320000-723origind
NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-12-22) SECTION, Filler for Pavement and Structures: Preformed joint filler shall meet the requirements of AASHTO M 153, 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 and portland cement concrete pavement, pavement conditions and at ambient temperatures. The manufacturer shall have the option
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9320000-723origind.pdf?sfvrsn=2a326e86_12024_Field and Laboratory Investigation on Superpave 9.5 mm (SP-9.5) Mixtures in Florida_TRB
, Florida, 32609 20 Email: Gregory.Sholar@dot.state.fl.us 21 22 Charles Holzschuher 23 State Pavement, was conducted at the Florida Department of Transportation (FDOT)’s 2 Accelerated Pavement Testing (APT, mixtures have a smoother macro texture but generates greater long-term tire-pavement friction. In 10, better-cracking resistance and durability than the SP-12.5 mixtures, while the Asphalt Pavement, level E roadways in Florida. 16 17 Keywords: Superpave 9.5 mm Mixture, Accelerated Pavement Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/researchreports/pavement/2024_field-and-laboratory-investigation-on-superpave-9-5-mm-(sp-9-5)-mixtures-in-florida_trb.pdf?sfvrsn=4d4862cf_1E1W76
Description: The improvements under this Contract consist of milling and resurfacing, and pavement markings, 358.000 0107- 2- MOWING AC 328.100 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 87,158.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 27,184.000 0334- 1, - 3 RAISED PAVEMENT MARKER, TYPE B EA 1,163.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 12.235 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1w76.pdf?sfvrsn=6ccedd49_13530600-724FHWA
: 3530600 Concrete Pavement Slab Replacement. Dear Mr. Nguyen: We are submitting, for your approval, ' Assoc. State Construction Engineer 3530600 CONCRETE PAVEMENT SLAB REPLACEMENT (REV 7-10-23, pavement slab replacement mix designs are exempt from the requirements for concreting in hot weather. Reject concrete pavement slab replacement mix designs exceeding 100°F. Acceptance will be based, are cracks designed to occur at specific locations based on the pavement design. All other cracks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3530600-724fhwa.pdf?sfvrsn=2dc10be1_15240100-722origind
Pavement. In accordance with Specification Development Procedures, we are sending you a copy, 5240100 All Jobs CONCRETE DITCH AND SLOPE PAVEMENT. (REV 11-23-21) ARTICLE 524-1 is deleted and the following substituted: 524-1 Description. Construct concrete pavement in the flow channel, filter fabric under all concrete ditch pavement. ARTICLE 524-9 is deleted and the following substituted: 524-9 Method of Measurement. 524-9.1 Concrete Ditch and Slope Pavement: The quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5240100-722origind.pdf?sfvrsn=97255629_23000100-122FHWA
prepared bases and on existing pavement surfaces. SUBARTICLE 300-8.4 is deleted and the following, Pavement Surface Target Tack Rate (gal/yd 2 ) Base Course, Structural Course, Dense Graded, Pavement 0.07 Concrete Pavement 0.09 Open Graded Friction Course Newly Constructed Asphalt Layers, Underlying Pavement Surface Target Tack Rate (gal/yd 2 ) 1 Base Course, Structural Course, Dense, Asphalt Pavement Surface, Oxidized and Cracked Asphalt Pavement, Concrete Pavement 0.09 Note 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/3000100-122fhwa.pdf?sfvrsn=73111314_27100901.FHWA
: State Specifications Office Section: 710 Proposed Specification: 7100901 Painted Pavement, Construction Engineer 7100901 All Jobs PAINTED PAVEMENT MARKINGS. (REV 5-10-17) SUBARTICLE, lines, chevrons, and parking spaces. 3. The number of pavement messages, symbols, and arrows, 710-11.2 is deleted and the following substituted: 710-11.2 Painted Pavement Markings (Final Surface) : Price and payment for painted pavement markings (final surface) will be full compensation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/7100901.fhwa.pdf?sfvrsn=f6300c23_0SS7100400
pavement markings, such that scars or traces of removed markings will not conflict with new pavement, . Applytrafficstripesandmarkings, having well defined edges, over existing pavement markings, . Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, applications of painted pavement markings and one application of retro-reflective pavement markers applied, application of Painted Pavement Markings (Final Surface). Second application must be applied prior to final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400346837109ae44fb2a69f722106a2995d.pdf?sfvrsn=b162bcbc_0SS7100400
pavement markings, such that scars or traces of removed markings will not conflict with new pavement, . Applytrafficstripesandmarkings, having well defined edges, over existing pavement markings, . Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, applications of painted pavement markings and one application of retro-reflective pavement markers applied, application of Painted Pavement Markings (Final Surface). Second application must be applied prior to final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400.pdf?sfvrsn=88c4f040_0SS7100400
pavement markings, such that scars or traces of removed markings will not conflict with new pavement, . Applytrafficstripesandmarkings, having well defined edges, over existing pavement markings, . Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, applications of painted pavement markings and one application of retro-reflective pavement markers applied, application of Painted Pavement Markings (Final Surface). Second application must be applied prior to final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7100400.pdf?sfvrsn=57f34383_0SS5230201
523 PATTERNED/TEXTURED PAVEMENT. (REV3-1-07)(FA3-13-07)(7-07) ARTICLE523-1(Page591, : 1.Imprinting patterns into existing or new pavement and covering with a colored coating of surface marking materials. 2.Imprinting patterns into existing or new pavement and inlaying the imprint, that is applied over existing pavement. 4.Coloredthermoplastic coating material that can be imprinted and texturized during or after application to existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5230201.pdf?sfvrsn=252cad79_0E4Y29-R0
GENERAL PAVEMENT REPAIRS - ROUTINE MAINTENANCE Limits: Midpoint Project(s): 44932427201(*) Federal, , and/or replacement of pavement (Rigid and Flexible) on the State Highway System in Broward County, SEALING FOR ASPHALTIC CONCRETE ROADWAY LF 528.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 220.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 70.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 890.000 0334- 1- 13 SUPERPAVE ASPHALTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/e4y29-r0.pdf?sfvrsn=4b2ff1fb_1FM5-622
Gainesville, Florida 32609 January 9, 2024 FM 5-622 1 Florida Test Method for Evaluation of Pavement, . Scope This method covers the laboratory testing procedures for evaluation of pavement marking materials requiring friction. The pavement marking materials under this test method include green colored pavement marking materials (GCPMM), preformed thermoplastic (FDOT Section 711), and patterned pavement. In addition to friction resistance, color and retroreflective properties (if applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-622.pdf?sfvrsn=81647f42_103300601-723impl
Requirements Applicable to All Pavement Types: 330-6.1.1 Alignment of Edges: Place all asphalt mixtures by the stringline method to obtain an accurate, uniform alignment of the pavement edge. As an exception, pavement edges adjacent to curb and gutter or other true edges do not require a stringline. Control the unsupported pavement edge to ensure it will not deviate from the stringline more than, to adequately compact the pavement. 330-6.1.5 Thickness and Spread Rate of Layers: Construct each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3300601-723impl.pdf?sfvrsn=7865bbf1_27100403-722origind
, State Specifications Engineer SUBJECT: Proposed Specification: 7100403 Painted Pavement Markings, Jobs PAINTED PAVEMENT MARKINGS. (REV 11-29-21) SUBARTICLE 710-4.3 is deleted and the following, of not less than 450 mcd/lx·m 2 and not less than 300 mcd/lx·m 2 , respectively. Black pavement markings, on a Department approved form and submit to the Engineer, the retroreflectivity of white and yellow pavement, of the Contractor’s pavement marking performance. If the retroreflectivity values measure below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/7100403-722origind.pdf?sfvrsn=8b7bcc2_24250607.FHWA
, etc., within the limits of the proposed work, to meet the finished grade of the proposed pavement, or if outside of the proposed pavement area, to the finished grade designated in the Plans for such structures. Adjust structures prior to placement of final asphalt pavement surface layer. Adjust, the approval of the Engineer. When adjusting structures in flexible pavement, restore final road, pavement, or if outside of the proposed pavement area, to the finished grade designated in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4250607.fhwa.pdf?sfvrsn=3f5d765b_0