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Estimation of Air Voids of Asphalt Concrete Using Non-destructive Density Testing

비파괴 밀도시험을 통한 아스팔트 콘크리트의 공극률 추정 연구

  • Na, Il-ho (Future Business Development Division R&D Center, Korea Petroleum Industries Company) ;
  • Lee, Sung-Jin (Department of Regional Infrastructures Engineering, Kangwon National University) ;
  • Yoon, Ji-Hyeon (Department of Regional Infrastructures Engineering, Kangwon National University) ;
  • Kim, Kwang-Woo (Department of Regional Infrastructures Engineering, Kangwon National University)
  • Received : 2018.09.04
  • Accepted : 2018.10.12
  • Published : 2018.11.30

Abstract

The air-void is known to be one of the influencing factors for estimating long-term performance of asphalt concrete. Most of all, confirming air void or density of pavement layer is important for quality control of field compaction level of asphalt concrete pavement. In this study, a non-nuclear type non-destructive density gage (NDDG) was used to estimate compacted air-voids of asphalt pavement as a non-destructive test method. Asphalt concrete slab specimens were prepared using 6 types of asphalt mixes in laboratory (lab) for lab NDDG test. Four different base structure materials were used to find out if there were any differences due to the type of base structure materials. The actual air-voids and NDDG air-voids were measured from 6 asphalt concrete slabs. Four sections of field asphalt pavements were tested using the NDDG, and actual air voids were also measured from field cores taken from the site where the NDDG air-void was measured. From lab and field experimental tests, it was found that the air-voids obtained by NDDG were not the same as the actual air-voids measured from the asphalt concrete specimen. However, it was possible to estimate air voids based on the relationship obtained from regression analysis between actual and NDDG air voids. The predicted air-voids based on the NDDG air-voids obtained from 50mm depth were found to be reliable levels with $R^2{\fallingdotseq}0.9$. Therefore, it was concluded that the air-voids obtained from NDDG could be used to estimate actual air-voids in the field asphalt pavement with a relatively high coefficient of determination.

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References

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