7209 search results for Pavement
SMO-25-07
; particularly for existing pavements where vertical limitations restrict substantially increasing pavement, directly advances pavement resiliency by developing approaches to designing perpetual pavements, will develop perpetual pavement design approaches for pavements that have shown tendencies to exhibit, ): SMO-25-07 Requesting Office State Materials Office Priority 7 of 15 Proposed Title Perpetual Pavement Concepts Optimized for Florida Justification Perpetual pavements are designed in such a manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-07.pdf?sfvrsn=67c42f6e_15230000-722comm
5230000 Patterned Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan 954-777-4383 Deborah.ihsan@dot.state.fl.us Comments: (12-21-21 Industry) Consider to add friction element/ skid resistance to read as “ Patterned pavements shall be weather resistant, skid resistant and, through normal wear, shall show no signs of failure due to tearing, stretching, rollback, blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, pavement damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5230000-722comm.pdf?sfvrsn=2c1b3fa1_25230000-722resp
5230000 Patterned Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan 954-777-4383 Deborah.ihsan@dot.state.fl.us Comments: (12-21-21 Industry) Consider to add friction element/ skid resistance to read as “ Patterned pavements shall be weather resistant, skid resistant and, through normal wear, shall show no signs of failure due to tearing, stretching, rollback, blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, pavement damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5230000-722resp.pdf?sfvrsn=34bbaa01_2E8U69BidTabs
) in Palm Beach County. Pavement widening on SR 91 northbound adjacent to the service plaza, and reconstruction of utility services, roadway and parking lot lighting, signing and pavement markings, SY(LS) PAVEMENT44262515201 002001022300 (2323.000) 232,981.98000 232,981.98150,000.00000, SY PAVEMENT,11/2"AVGDEPTH 023003277011 1,252.000 7.01000 8,776.52 9.00000 11,268.00 7.00000 8,764.00 MILLING EXISTING ASPHALT SY PAVEMENT, 2 1/4" AVG DEPTH 0235 0327 70 20 34,266.000 7.01000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/feb13/e8u69bidtabs.pdf?sfvrsn=13e0a536_1fdot-bea88-sum
produced the ME Pavement Design Guide (MEPDG)—for flexible pavements in Florida. Before adopting, Florida Department of Transportation Research Evaluation of Pavement ME Design Software for Flexible Pavements Project Number BEA88 Project Manager Mary Jane Hayden OfficeofDes ign, of State Highway Transportation Officials (AASHTO) 1993 Method (the 93 Method) to design pavements, and early 1960s. Since then, pavement materials, uses, and technologies have outpaced the 93 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bea88-sum.pdf?sfvrsn=12c6ae7e_33300902.FHWA
of pavement deficiencies are displayed at the following URL: http://www.dot.state.fl.us/programmanagement/Implemented/URLinSpecs/Pavement.shtm. Address any pavement not meeting the requirements, of pavement deficiencies are displayed at the following URL: http://www.dot.state.fl.us/programmanagement/Implemented/URLinSpecs/Pavement.shtm. Address any pavement not meeting the requirements, and across the full width of the pavement, including shoulders and turn lanes. Exceptions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3300902.fhwa.pdf?sfvrsn=21af8ab2_0fdot-beb14-sum
Florida Department of Transportation Research Improved Resilience of Rigid Pavement Systems, , and durable pavements. For Florida, these wet conditions impact the durability and service life, the pavement foundation may lead to detrimental impacts. The consequence may range from total washout of the pavement when under very severe storms and hurricanes to inundation that may lead to pavement structure serviceability loss. Research Objectives The objective of this research project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-beb14-sum.pdf?sfvrsn=2421b5eb_1330090405int
pavementliftstoultimatelyachieveverysmoothpavementsandobtainanincentive, profiler, will be tested and accepted by straightedging. Test all pavement lanes and ramps where, Structural Layer: If method of acceptance for any portion of the pavement, is by straightedge, for pavement smoothness of the friction course (for mainline traffic lanes only) will be based, , as required following Laser Acceptance, the pavement will not be retested for smoothness using the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/330090405int.pdf?sfvrsn=4794542d_1Program Management Bulletin 20-01
PavementMarkingMaterialSelection Begin Pavement Marking Material Selection Are the markings temporary markings? Use, This bulletin introduces new requirements for the Railroad Dynamic Envelope pavement markings, 220.2.1.1 Signing a n d P a v e m e n t M a r k i n g s I n c l u d e signing and pavement markings in accordance with Standard Plans, Index 509- 070. Include Railroad Dynamic Envelope (RDE) pavement, with the MUTCD. For pavement marking material selection, see FDM 230. 3. Add the following as the last
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2020/program-management-bulletin-20-01.pdf?sfvrsn=780c7a59_1programmanagementbulletin20-01
PavementMarkingMaterialSelection Begin Pavement Marking Material Selection Are the markings temporary markings? Use, This bulletin introduces new requirements for the Railroad Dynamic Envelope pavement markings, 220.2.1.1 Signing a n d P a v e m e n t M a r k i n g s I n c l u d e signing and pavement markings in accordance with Standard Plans, Index 509- 070. Include Railroad Dynamic Envelope (RDE) pavement, with the MUTCD. For pavement marking material selection, see FDM 230. 3. Add the following as the last
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2020/programmanagementbulletin20-01.pdf?sfvrsn=2589a885_11200100-722FHWA
of the roadway base and shoulder base for flexible or rigid pavement. The existing surface may, pavement, 3. The bottom of existing features removed by clearing and grubbing, 4. The bottom, pavement.The finished grading template is defined as the contour of the finished side slopes, unpaved, or rigid pavement. 120-1.2 Unidentified Areas of Contamination: When encountering or exposing any, , channel changes, etc., except for removal of existing pavement as defined in Section 110. 120-2.2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1200100-722fhwa.pdf?sfvrsn=c1cced8c_2LAP1200000origind
drainage structures on the non-mainline pavement. 120-1.2.3 Earthwork Category 3: Includes the earthwork and related operations associated with the construction of new mainline pavement, along with concrete box culverts, retaining walls, and other drainage structures on the mainline pavement. 120-1.3, and rigid pavement, the finished grading template is the finished shoulder and slope lines and bottom of completed base or rigid pavement.The Engineer may classify excavation specified under this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap1200000origind.pdf?sfvrsn=6751248d_2LAP1200000-122FHWA
, and other drainage structures on the non-mainline pavement. 120-1.2.3 Earthwork Category 3: Includes the earthwork and related operations associated with the construction of new mainline pavement, pavement. 120-1.3 Unidentified Areas of Contamination: When encountering or exposing any abnormal, and rigid pavement, the finished grading template is the finished shoulder and slope lines and bottom of completed base or rigid pavement.The Engineer may classify excavation specified under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap1200000-122fhwa.pdf?sfvrsn=e77220ef_2ComprehensiveTemplateDesign
Components -Building Blocks of Templates Pavement Curbs & Sidewalks Tie Down & End, 1) defines the width of the pavement but with the Horizontal Feature Constraint defined it, will search for a line with the Feature “PavementAsphalt(EOPA)”. If found the constraints, , if the “PavementAsphalt(EOPA)” line v aried inside of 12’ or outside of 22’, a 12’ lane will be drawn, for common constraints s hould be the same. Pavement Depth Lane Width Switches Parametric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/comprehensivetemplatedesign.pdf?sfvrsn=8d51d013_2SMO-25-05
): SMO-25-05 Requesting Office SMO Priority 5 of 15 Proposed Title Optimized mix design of pavement concrete for long-term performance Justification Pavement concrete is usually designed based on compressive strength or flexural strength. Concrete pavements in Florida with similar concrete strength and slab thickness have shown to have widely variable performance. Some concrete pavements have been in service for over fifty years and are still in excellent condition, while other concrete pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-05.pdf?sfvrsn=d342682d_1SPI-000-525
Standard Plans Instructions Topic No. 625-010-003 Index 000-525 Ramp Terminals FY 2024-25 1 Index 000-525 Ramp Terminals Design Criteria FDOT Design Manual ( FDM ), Flexible Pavement Design Manual ( FPDM ), Rigid Pavement Design Manual ( RPDM ) Design Assumptions and Limitations On limited access facilities with flexible pavements, friction course (FC-5) is extended 8, should be coordinated with the District Pavement Design Engineer. Plan Content Requirements Extent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-000-525.pdf?sfvrsn=c890891f_2SPI-000-525
Standard Plans Instructions Topic No. 625-010-003 Index 000-525 Ramp Terminals FY 2025-26 1 Index 000-525 Ramp Terminals Design Criteria FDOT Design Manual (FDM), Flexible Pavement Design Manual (FPDM), Rigid Pavement Design Manual (RPDM) Design Assumptions and Limitations On limited access facilities with flexible pavements, friction course (FC-5) is extended 8” beyond the edge, with the District Pavement Design Engineer. Plan Content Requirements Extent of friction course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-000-525.pdf?sfvrsn=172f4249_1SPI-000-525
Standard Plans Instructions Topic No. 625-010-003 Index 000-525 Ramp Terminals FY 2026-27 1 Index 000-525 Ramp Terminals Design Criteria FDOT Design Manual ( FDM ), Flexible Pavement Design Manual ( FPDM ), Rigid Pavement Design Manual ( RPDM ) Design Assumptions and Limitations On limited access facilities with flexible pavements, friction course (FC-5) is extended 8, should be coordinated with the District Pavement Design Engineer. Plan Content Requirements Extent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-000-525.pdf?sfvrsn=35abbac9_1compositepavements-p
Evaluation of Feasibility of Using Composite Pavements in Florida By Means of HVS Testing By Mang Tia Patricio Tapia Wasantha Kumara Chung-Lung Wu Acknowledgments Project Manager: Dr. Bouzid Choubane Key FDOT Personnel (alphabetical order): Mike Bergin, Tom Byron, Richard Delorenzo, loads and tire pressure Rutting and surface- initiated cracking in asphalt pavements Advantages, application of WT pavements in Florida Possible Solution: Whitetopping (WT) Types of Whitetopping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/smo/compositepavements-p.pdf?sfvrsn=f70361c2_2TP-05-30-25BSN3
. These improvements consist of pavement reconstruction, guardrail, sidewalk, retaining wall and curb, " HEIGHTLF 482.000 0524- 2- 2CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4"SY 1,297.000 0550, PAVEMENT (45208015201)LS 1.000 0102- 2-300SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (45208015201)LS, PAVEMENT, 1" AVG DEPTHSY 8,730.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY 1,386.000 0327- 70- 19MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTHSY 13,270.000 0334- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/tp-05-30-25bsn3.pdf?sfvrsn=39e1ad02_1