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Research article
First published online June 1, 2022

Pavement Recycling in Cold Climates: Laboratory and Field Performance of the MnROAD Cold Recycling and Full Depth Reclamation Experiment

Abstract

In 2019 a series of test sections were constructed on 70th Street in Albertville/Otsego, MN. The existing roadway was badly deteriorated with an international roughness index value above 300 in./mi, which places it in a “poor” performance category. A combination of treatments including cold in-place recycling (CIR), cold central plant recycling (CCPR), and full depth reclamation (FDR) stabilized with foamed or emulsified asphalt were used to evaluate performance in cold regions. Sections including a typical hot mix asphalt (HMA) mill and fill were also evaluated. All sections contained a 1-in. HMA thinlay as the wearing surface. This paper presents the laboratory testing data for the mixtures, including application of HMA tests not typically applied to CIR, CCPR, and FDR, the field performance to date, and a new approach to connecting laboratory data to field performance.

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References

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2. Timm D. H., Diefenderfer B. K., Bowers B. F. Cold Central Plant Recycled Asphalt Pavements in High Traffic Applications. Transportation Research Record: Journal of the Transportation Research Board, 2018. 2672: 291-303.
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Published In

Article first published online: June 1, 2022
Issue published: November 2022

Keywords

  1. infrastructure
  2. materials
  3. asphalt materials
  4. selection
  5. and mix design
  6. cold recycling
  7. asphalt mixture evaluation and performance
  8. cold recycling

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© National Academy of Sciences: Transportation Research Board 2022.
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Authors

Affiliations

David Allain
Asphalt Contractors Association of Florida, Inc., Tallahassee, FL
Benjamin F. Bowers
Department of Civil and Environmental Engineering, Auburn University, Auburn, AL
Adriana Vargas-Nordcbeck
National Center for Asphalt Technology, Auburn University, Auburn, AL
Tiana Lynn
Department of Civil and Environmental Engineering, Auburn University, Auburn, AL

Notes

Benjamin F. Bowers, [email protected]

Author Contributions

The authors confirm contribution to the paper as follows: study conception and design: A. Vargas-Nordcbeck, B. Bowers, D. Allain; analysis and interpretation of results: D. Allain, B. Bowers, A. Vargas-Nordbeck, T. Lynn; draft manuscript preparation: D. Allain, B. Bowers, A. Vargas-Nordcbeck, T. Lynn. All authors reviewed the results and approved the final version of the manuscript.

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