Technical Papers
Sep 18, 2017

Evaluation of the Blending Effectiveness of Reclaimed Asphalt Pavement Binder

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 12

Abstract

There is a recent trend of using a higher content of reclaimed asphalt pavement (RAP) in asphalt pavement construction. When evaluating the properties of mixed RAP and virgin binder and selecting a base binder to be mixed with a high-RAP mix using a blending chart, the effect of partial blending is sometimes neglected and total blending is assumed. Such an assumption, however, has been found unreasonable. Based on an experimental gap-graded method, this paper studies blending effectiveness in RAP-binder and virgin-binder systems using both rutting and fatigue parameters and quantified the degree of blending using blending ratios. Furthermore, the blending ratios were applied to predict the properties of the blended RAP and virgin binder as well as to develop a modified blending chart for estimating the performance grade (PG) of the virgin binder when a higher RAP content was used. Results confirmed that partial blending does exist during the blending process. Blending ratios were found to be a function of RAP content, but not sensitive to the specific rutting and fatigue parameters evaluated. For higher RAP content, a modified blending chart is recommended to take partial blending into account. It was also found that the usage of a recycling agent could improve the properties and blending effectiveness of high-RAP binders in terms of both rutting and fatigue properties.

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Acknowledgments

The authors would like to thank Ingevity Chemicals for supplying recycling agent used in this study. The contents of this paper reflect the views of the authors only.

References

AASHTO. (2012) “Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO T315-12, Washington, DC.
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AASHTO. (2014b) “Standard method of test for quantitative extraction of asphalt binder from hot mix asphalt (HMA).” AASHTO T164-14, Washington, DC.
AASHTO. (2015). Mechanistic-empirical pavement design guide: A manual of practice, 2nd Ed., Washington, DC.
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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 12December 2017

History

Received: Mar 4, 2017
Accepted: Jun 1, 2017
Published online: Sep 18, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 18, 2018

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Authors

Affiliations

Shuai Yu
Graduate Student, College of Transportation Engineering, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China.
Shihui Shen, A.M.ASCE [email protected]
Professor, College of Transportation Engineering, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China (corresponding author). E-mail: [email protected]
Cheng Zhang
Graduate Student, College of Transportation Engineering, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China.
Weiguang Zhang, A.M.ASCE
Postdoctoral Researcher, College of Transportation Engineering, Southeast Univ., Nanjing 210018, China.
Xiaoyun Jia
Engineer, Jiaxing Jiahai, Construction, Co., Ltd., 322 Shanmen St. South, Tudian, Tongxiang, Zhejiang 314503, China.

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