7209 search results for Pavement
2021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements
2021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements, High Friction Surface Treatment (HFST) Synthesis for Florida Pavements Final Report Prepared, Pavements 5. Report Date Published August 31, 2021 6. Performing Organization Code 7.Author(s, geometry, friction, alternative countermeasures, pavement condition, and HFST start and end locations, important factor was the rate of wet weather and roadway departure crashes. Next were pavement condition and roadway geometry (essentially tied). The fourth most important factor was pavement friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_high-friction-surface-treatment-(hfst)-synthesis-for-florida-pavements.pdf?sfvrsn=1cae71e6_1Florida Center for Pavement Excellence
Florida Center for Pavement Excellence, for Florida Pavements Report 2023 Improved Resilience of Rigid Pavement Systems Report 2023 Quiet Pavements, 2021 Macrotexture Assessment of Florida Pavements Report 2021 Raised Pavement Marker (RPM, Florida Center for Pavement Excellence Overview The mission of the Florida Center for Pavement Excellence (FCPE) is to address pavement-related, of solutions and emerging technologies for the continuous improvement of pavement performance in Florida
https://www.fdot.gov/materials/pavement/research/fcpe/index.shtmAirfield Pavement Management
Airfield Pavement Management, Airfield Pavement Management Program schedules inspections of pavements at participating airports, Airfield Pavement Management Statewide Airfield Pavement Management Program The State of Florida has over 100 public airports that are vital, . There are millions of square feet of pavement for runways, taxiways, aprons, and other areas, ) of these pavements allows the airports to operate efficiently, economically, and without excessive down time
https://www.fdot.gov/aviation/pavement.shtmPM2-Bridge-and-Pavement-MAP-21-Performance-Management07.18.18
PM2-Bridge-and-Pavement-MAP-21-Performance-Management07.18.18, -Ye a r Ta r g e t Pavement % of Interstate pavements in GOOD condition Not Required ≥ 60, .* » Percentage of pavements on the Interstate System in GOOD condition. » Percentage of pavements on the Interstate System in POOR condition. » Percentage of pavements on the non-Interstate NHS in GOOD condition. » Percentage of pavements on the non-Interstate NHS in POOR condition, . POOR CONDITION Suggests major investment is needed. PM2: Bridge and Pavement OVERVIEW TIMELINE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/pm2-bridge-and-pavement-map-21-performance-management07-18-18.pdf?sfvrsn=8fab646e_1Pavement Code Definitions
Pavement Code Definitions, Search Pavement Material Systems Pavement Management Report Codes Definition of Codes Used in Pavement, rated by the Pavement Condition Survey contains a block represented by up to 6 lines.The left one, Arterial 4 = Interstate 5 = Turnpike TYPE Pavement rating type code. 1 = Asphalt pavement 2 = Surface treatment 3 = Skin patch 4 = Portland cement concrete pavement 5 = Newly constructed
https://www.fdot.gov/materials/pavement/pm/pmcodedefs.shtmPavement Materials Primary Contacts
Pavement Materials Primary Contacts, Search Pavement Materials Primary Contacts Section Manager Charles Holzschuher III, P.E.State Pavement Materials EngineerTelephone: 352-955-6341 Charles.Holzschuher@dot.state.fl.us Pavement Condition Unit William, Nick.Zakoske@dot.state.fl.us Pavement Management Unit Ohhoon Kwon, Ph.D, P.E.Accelerated Pavement Testing Program, EngineerTelephone: 352-955-6301 Kyle.Kroodsma@dot.state.fl.us Pavement Performance Unit Guangming Wang, Ph.D
https://www.fdot.gov/materials/administration/resources/contacts/pavement.shtmPavement Coring Data
Pavement Coring Data, Search Pavement Coring Data Pavement coring data, including asphalt thickness and base material type is available for some projects in a .pdf file. The pavement coring data is listed by district, county, and project number. The coring data represents materials and conditions encountered at each specific location during coring. Variations in material
https://www.fdot.gov/materials/pavement/coringdata/default.shtmPM2 Bridge and Pavement Fact Sheet
PM2 Bridge and Pavement Fact Sheet, (by deck area) in POOR condition 10.0% 5.0% Pavement % of Interstate pavements in GOOD condition, rule establishes measures to assess the condition of bridges and pavement on the National Highway, of pavements on the Interstate System in GOOD condition. » Percentage of pavements on the Interstate System in POOR condition. » Percentage of pavements on the non-Interstate NHS in GOOD condition. » Percentage of pavements on the non-Interstate NHS in POOR condition. » Percentage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/pm2-bridge-and-pavement-fact-sheet-(feb23).pdf?sfvrsn=fda6ddae_13Pavement Condition Survey Ride Rankings
Pavement Condition Survey Ride Rankings, INDEX A-Z Search Pavement Material Systems Pavement Condition Survey Ride Rankings Pavement Condition Survey Ride Rankings (for pavements constructed in the previous calendar year) 2004 [PDF-330KB] 2005 [PDF-537 KB] 2006 [PDF-315 KB] 2007 [PDF-366 KB] 2008 [PDF-70 KB] 2009 [PDF-67 KB] 2010 [PDF-284 KB] 2011 [PDF-241 KB
https://www.fdot.gov/materials/pavement/performance/pcs/pcsriderankings.shtmPavement Deficiencies (Section 330) and Pavement Distress (Section 338)
Pavement Deficiencies (Section 330) and Pavement Distress (Section 338), Pavement Deficiencies (Section 330) and Pavement Distress (Section 338) RAV ELING - The progressive separation of aggregate particles in a pavement from the surface downward or from the edges inward. BLEEDING - The upward movement of liquid asphalt resulting in the formation of a film of asphalt on the surface. SLIPPAGE - The movement between layers when none should exist. Picture illustrates classical U pattern. . POT HOLES DELAMINATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/references/pavement-deficiencies.pdf?sfvrsn=6a227a07_4Flexible Pavement Design Manual Redlines
Flexible Pavement Design Manual Redlines, Topic #625-010-002 Effective: March 15, 2008 Flexible Pavement Design Manual Revised: January, texture of the mix provides for the rapid removal of water from between the tire and the pavement, Bulletin 24-03. Topic #625-010-002 Effective: March 15, 2008 Flexible Pavement Design Manual Revised, ) on limited access facilities. Coordinate with the District Pavement Design Engineer to determine, be Topic #625-010-002 Effective: March 15, 2008 Flexible Pavement Design Manual Revised: January
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/flexible-pavement-design-manual-redlines.pdf?sfvrsn=45ccefbe_12017_Improving Safety in Pavement Field Testing
2017_Improving Safety in Pavement Field Testing, pavement management system, called PaveM, to recommend the best strategies, predict how long pavements, Report No. BDV25-977-27 Final Report Improving Safety in Pavement Field Testing Qing Lu, No. 3. Recipient's Catalog No. 4. Title and Subtitle Improving Safety in Pavement Field Testing 5, . Supplementary Notes 16. Abstract The Florida Department of Transportation (FDOT) collects pavement condition, that run at highway speeds. While many safety features have been implemented in the pavement field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2017_improving-safety-in-pavement-field-testing.pdf?sfvrsn=5ce14fb6_1Flexible Pavement Design Manual Brief
Flexible Pavement Design Manual Brief, 2025 FDOT Flexible Pavement Design Manual For review by the Chief Engineer Summary of the Revisions: • Chapter 4 o updated majority of chapter per Roadway Design Bulletin 24-03, Friction Course Policy o Section 4.4, final bullet added a reference to the GTR for additional details, with this change? The friction course policy may change the pavement design on some projects (change, Pavement Design Manual have already completed our FDOT Internal Review process, and the FHWA review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/flexible-pavement-design-manual-brief.pdf?sfvrsn=258ea0c0_2Pavement Condition History & Forecast Reports
Pavement Condition History & Forecast Reports, Search Pavement Material Systems Pavement Management History & Forecast Reports All links are PDF files and open in new browser tab/window. You may need to download a PDF reader like Adobe Acrobat Reader to open or view these files. Definition of codes used in the reports District Reports Interstate By Contractor District 1 District 2 District 3
https://www.fdot.gov/materials/pavement/pm/pmreports.shtmDistrict 7 Pavement Coring Data
District 7 Pavement Coring Data, Skip to main content INDEX A-Z Search District 7 Pavement Coring Data Expand all Collapse all, 12/08/2023 289KB Pavement coring data, including asphalt thickness and base material type is available for some projects in a .pdf file. The pavement coring data is listed by district, county
https://www.fdot.gov/materials/pavement/coringdata/district-7/default.shtm2025_concrete-pavement-overlay-state-of-the-practice-for-florida
2025_concrete-pavement-overlay-state-of-the-practice-for-florida, the next several years due to age of the existing pavement network. The typical age of CRCP pavements, manage any non-bridge concrete overlays in your pavement network? ALDOT has concrete pavements, as of 2019 [1]. As this survey is based on the pavement surface only, composite pavements, i.e., surfaced pavements. Maintenance, repair, and rehabilitation of the pavement network is completed, but should be sound and stable; concrete pavements placed above a rubblized pavement are not considered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2025_concrete-pavement-overlay-state-of-the-practice-for-florida.pdf?sfvrsn=36295b73_1FDOT-Green Colored Pavement Markings Guidelines
FDOT-Green Colored Pavement Markings Guidelines, the pavement edge) allow more paths for moisture to infiltrate under the GCPM. These pavements are also, FLORIDA DEPARTMENT OF TRANSPORTATION 1 Green-Colored Pavement Markings for Bicycle Facilities, of the roadway that are delineated with green-colored pavement markings, bicycle symbols, and signage, Pavement Marking to Delinieate a Bicycle Lane. In the Florida Department of Transportation (FDOT, under: • Chapter 223 “Bicycle Facilities” (1). The marking itself is termed a green-colored pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/fdot-green-colored-pavement-markings-guidelines.pdf?sfvrsn=f44a52ba_12011_Comparison of Resilient Modulus Values Used in Pavement Design
2011_Comparison of Resilient Modulus Values Used in Pavement Design, Final Report COMPARISON OF RESILIENT MODULUS VALUES USED IN PAVEMENT DESIGN Research Project Title: Comparison of Resilient Modulus Values Used in Pavement Design Contract No. BDL76, TRANSPORTATION INSTITUTE Jeong Ho Oh Emmanuel G. Fernando Materials and Pavements Division 3135, No. 4. Title and Subtitle COMPARISON OF RESILIENT MODULUS VALUES USED IN PAVEMENT DESIGN 5. Report, : Comparison of Resilient Modulus Values Used in Pavement Design 16. Abstract The Mechanistic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2011_comparison-of-resilient-modulus-values-used-in-pavement-design.pdf?sfvrsn=6eceaec2_13-Bridge-Pavement-and-System-Perf-Overview-MPOAC-EXTERNAL-101217OCT2017
3-Bridge-Pavement-and-System-Perf-Overview-MPOAC-EXTERNAL-101217OCT2017, Bridge, Pavement, and System Performance Measures —and— Asset Management Final Rules Overview October 2017 Establishment and Reporting of Targets Following slides applies to • Bridge Measures • Pavement Measures • System Performance Measures Establishment of Performance Targets – State DOTs (490.105) • First set of targets within 1 year of the effective date of the final, (490.409) Pavement Measures Pavement Measures Key Deadlines & Dates Data Sources Systems
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/3-bridge-pavement-and-system-perf-overview-mpoac-external-101217oct2017.pdf?sfvrsn=72559579_1