TY - JOUR
T1 - Performance evaluation of temperature effect on hot in-place recycling asphalt mixtures
AU - Ma, Yuetan
AU - Polaczyk, Pawel
AU - Park, Hong
AU - Jiang, Xi
AU - Hu, Wei
AU - Huang, Baoshan
N1 - Funding Information:
The author would like to thank the Tennessee Department of Transportation (TDOT) for offering financial support and conducting the field project. The views reflect within this manuscript are those of the authors and do not necessarily represent the views of TDOT.
Publisher Copyright:
© 2020
PY - 2020/12/20
Y1 - 2020/12/20
N2 - Hot in-place recycling (HIR) is a novel technique to rehabilitate the surface layer of the pavements, in which recycling agents are commonly utilized to restore the binder rheological properties of reclaimed asphalt pavements (RAP). Considering the energy consumption and smoke issue, the heating temperatures for HIR containing 100% RAP mix are usually controlled around 110 °C, which is significantly lower than that for the traditional hot mix asphalt (HMA). To evaluate the effect of temperature on the performance of 100% recycled asphalt mixtures after the HIR process, the materials obtained from an HIR project were remixed and compacted at different temperatures (110 °C, 120 °C, and 130 °C). The asphalt mixture performance tester, asphalt pavement analyzer test, Superpave indirect tension tests, and moisture susceptibility tests were conducted to evaluate the performances of the HIR mix. The staged extraction tests were used to identify the mobilized RAP binders under different temperatures. It was revealed that mixtures heated with a higher temperature exhibit better cracking and moisture resistance performances. It was also found that a larger proportion of the RAP binders can be activated to coat the aggregates at a higher mixing temperature, which may increase the rutting potential.
AB - Hot in-place recycling (HIR) is a novel technique to rehabilitate the surface layer of the pavements, in which recycling agents are commonly utilized to restore the binder rheological properties of reclaimed asphalt pavements (RAP). Considering the energy consumption and smoke issue, the heating temperatures for HIR containing 100% RAP mix are usually controlled around 110 °C, which is significantly lower than that for the traditional hot mix asphalt (HMA). To evaluate the effect of temperature on the performance of 100% recycled asphalt mixtures after the HIR process, the materials obtained from an HIR project were remixed and compacted at different temperatures (110 °C, 120 °C, and 130 °C). The asphalt mixture performance tester, asphalt pavement analyzer test, Superpave indirect tension tests, and moisture susceptibility tests were conducted to evaluate the performances of the HIR mix. The staged extraction tests were used to identify the mobilized RAP binders under different temperatures. It was revealed that mixtures heated with a higher temperature exhibit better cracking and moisture resistance performances. It was also found that a larger proportion of the RAP binders can be activated to coat the aggregates at a higher mixing temperature, which may increase the rutting potential.
KW - Hot in-place recycling (HIR)
KW - Mobilized RAP binders
KW - Performance
KW - Temperatures
UR - http://www.scopus.com/inward/record.url?scp=85090595597&partnerID=8YFLogxK
U2 - 10.1016/j.jclepro.2020.124093
DO - 10.1016/j.jclepro.2020.124093
M3 - Journal article
AN - SCOPUS:85090595597
SN - 0959-6526
VL - 277
JO - Journal of Cleaner Production
JF - Journal of Cleaner Production
M1 - 124093
ER -