Cold In-Place Recycling Using Solventless Emulsion – Phase IV (Emulsion Qualification and Long-Term Field Performance)
This report looks into how a successful Cold In-Place solventless emulsion behaves and how the emulsion break test developed in Phase III of this project demonstrates that behavior. Modifications to the test have been made to improve the consistency of the test. A modified laboratory procedure is proposed. The report also considers the factors contributing to successful field performance. Six Cold In-Place Recycled Asphalt Pavement (CIR) projects done over the last eight years were cored. These samples were subjected to Density, Stability and Fracture Energy determination. Results from these tests were compared to a Performance Index designed to normalize age, overlay condition and CIR condition. It was determined that, while poor performing projects exhibited similar stability to high performing projects, the poor performers exhibited low density and low fracture energy compared to the good performers.
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- Record URL:
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Corporate Authors:
CME Transportation Group
West Valley City, UT United StatesUtah Department of Transportation
4501 South 2700 West
Salt Lake City, UT United States 84114-8410Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- VanFrank, Kevin
- VanMilligen, Mike
- Biel, Tim
- Publication Date: 2016-5
Language
- English
Media Info
- Media Type: Digital/other
- Edition: Final Report
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: 67p
Subject/Index Terms
- TRT Terms: Asphalt pavements; Cold in-place recycling; Core samples; Density; Emulsions; Field studies; Fracture tests; Mechanical stability; Pavement overlays; Pavement performance
- Subject Areas: Design; Highways; Materials; Pavements;
Filing Info
- Accession Number: 01608617
- Record Type: Publication
- Report/Paper Numbers: UT-16.04
- Contract Numbers: 14-8960
- Files: NTL, TRIS, ATRI, USDOT, STATEDOT
- Created Date: Aug 29 2016 11:10AM