Determining minimum lift thickness for Hot Mix Asphalt (HMA) mixtures

E. Ray Brown, M. Rosli Hainin, L. Allen Cooley, Chris Abadie, Michael Heitzman, Byron Ruth, Jim Scherocman, Kai Tam, Michael Dunning, Mihai Marasteanu, Richard Gribbin, Michael Taylor, Felix Rodriguez

Research output: Contribution to journalConference article

9 Scopus citations

Abstract

One of the main issues that have been discussed among asphalt technologists is the minimum lift thickness necessary to provide a high probability of adequate compaction under a reasonable compactive effort. In many cases, pavements constructed with thin lifts have been difficult to compact to the desired density level. Thinner lifts tend to cool faster and prevent particle orientation during compaction. To date, little research has been performed to determine the minimum desired lift thickness needed to facilitate optimum compaction. This research project was undertaken to determine the recommended minimum lift thickness. A total of 36 mixes were designed comprising various gradations and aggregate types. Laboratory samples were prepared using both a Superpave gyratory compactor (SGC) and an automated vibratory compactor (AVC). Seven field sections were also constructed to evaluate the relationship between air voids and thickness to nominal maximum aggregate size (t/NMAS). The results of the study indicated that t/NMAS has a significant impact on the compactibility of HMA mixtures. For improved compactibility, it is recommended that the t/NMAS be at least 3.0 for fine-graded mixes and at least 4.0 for coarse-graded mixes. Layers thinner than that recommended can be constructed but will likely require more compactive effort to achieve adequate density. The cooling rate for mixes less than 38 mm is very high making compaction difficult. Hence for best results, the thickness should be at least 38 mm even during warm weather. Paving in cold weather may require an even greater layer thickness. The work reported in this report was a part of NCHRP 9-27.

Original languageEnglish (US)
Pages (from-to)23-66
Number of pages44
JournalAsphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions
Volume74
StatePublished - Dec 1 2005
Event2005 Meeting of the Association of Asphalt Paving Technologists - Long Beach, CA, United States
Duration: Mar 7 2005Mar 9 2005

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Keywords

  • Field Compaction
  • Gyratory Compaction
  • Hot Mix Asphalt
  • Minimum Lift Thickness
  • Vibratory Compaction

Cite this

Brown, E. R., Hainin, M. R., Cooley, L. A., Abadie, C., Heitzman, M., Ruth, B., Scherocman, J., Tam, K., Dunning, M., Marasteanu, M., Gribbin, R., Taylor, M., & Rodriguez, F. (2005). Determining minimum lift thickness for Hot Mix Asphalt (HMA) mixtures. Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions, 74, 23-66.