Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture

Increasing the content of reclaimed asphalt pavement material (RAP) in hot-mix recycled asphalt mixture (RHMA) with a satisfactory performance has been a hot topic in recent years. In this study, the performances of Trinidad lake asphalt (TLA), virgin asphalt binder, and aged asphalt binder were fir...

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Main Authors: Jian Zhou, Jing Li, Guoqiang Liu, Tao Yang, Yongli Zhao
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/12/5698
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author Jian Zhou
Jing Li
Guoqiang Liu
Tao Yang
Yongli Zhao
author_facet Jian Zhou
Jing Li
Guoqiang Liu
Tao Yang
Yongli Zhao
author_sort Jian Zhou
collection DOAJ
description Increasing the content of reclaimed asphalt pavement material (RAP) in hot-mix recycled asphalt mixture (RHMA) with a satisfactory performance has been a hot topic in recent years. In this study, the performances of Trinidad lake asphalt (TLA), virgin asphalt binder, and aged asphalt binder were first compared, and then the modification mechanism of TLA on virgin asphalt and aged asphalt was explored. Furthermore, the RHMA was designed in accordance with the French norm NF P 98-140 containing 50% and 100% RAP, and their high-temperature stability, low-temperature cracking resistance, and fatigue performances were tested to be compared with the conventional dense gradation AC-20 asphalt mixture. The results show that the addition of TLA changes the component proportion of virgin asphalt binder, but no new functional groups are produced. The hard asphalt binder modified by TLA has a better rutting resistance, while the fatigue and cracking resistance is lower, compared to both aged and virgin asphalt. The high-modulus design concept of RHMA is a promising way to increase the RAP content in RHMA with acceptable performance. Generally, the RHMA with 50% RAP has similar properties to AC-20. And, when the RAP content reaches 100%, the high- and low-temperature performance and anti-fatigue performance of RHMA are better than AC-20 mixture. Thus, recycling aged asphalt using hard asphalt binder for hot-mixing recycled asphalt mixture to increase the RAP content is feasible.
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spelling doaj.art-c0f9a541e7664cc3b9bb34b736a7f3f62023-11-22T00:52:22ZengMDPI AGApplied Sciences2076-34172021-06-011112569810.3390/app11125698Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt MixtureJian Zhou0Jing Li1Guoqiang Liu2Tao Yang3Yongli Zhao4School of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaIncreasing the content of reclaimed asphalt pavement material (RAP) in hot-mix recycled asphalt mixture (RHMA) with a satisfactory performance has been a hot topic in recent years. In this study, the performances of Trinidad lake asphalt (TLA), virgin asphalt binder, and aged asphalt binder were first compared, and then the modification mechanism of TLA on virgin asphalt and aged asphalt was explored. Furthermore, the RHMA was designed in accordance with the French norm NF P 98-140 containing 50% and 100% RAP, and their high-temperature stability, low-temperature cracking resistance, and fatigue performances were tested to be compared with the conventional dense gradation AC-20 asphalt mixture. The results show that the addition of TLA changes the component proportion of virgin asphalt binder, but no new functional groups are produced. The hard asphalt binder modified by TLA has a better rutting resistance, while the fatigue and cracking resistance is lower, compared to both aged and virgin asphalt. The high-modulus design concept of RHMA is a promising way to increase the RAP content in RHMA with acceptable performance. Generally, the RHMA with 50% RAP has similar properties to AC-20. And, when the RAP content reaches 100%, the high- and low-temperature performance and anti-fatigue performance of RHMA are better than AC-20 mixture. Thus, recycling aged asphalt using hard asphalt binder for hot-mixing recycled asphalt mixture to increase the RAP content is feasible.https://www.mdpi.com/2076-3417/11/12/5698Trinidad lake asphaltaged asphalthot-mix recycled asphalt mixturereclaimed asphalt pavementhigh-modulus asphalt mixture
spellingShingle Jian Zhou
Jing Li
Guoqiang Liu
Tao Yang
Yongli Zhao
Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
Applied Sciences
Trinidad lake asphalt
aged asphalt
hot-mix recycled asphalt mixture
reclaimed asphalt pavement
high-modulus asphalt mixture
title Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
title_full Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
title_fullStr Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
title_full_unstemmed Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
title_short Recycling Aged Asphalt Using Hard Asphalt Binder for Hot-Mixing Recycled Asphalt Mixture
title_sort recycling aged asphalt using hard asphalt binder for hot mixing recycled asphalt mixture
topic Trinidad lake asphalt
aged asphalt
hot-mix recycled asphalt mixture
reclaimed asphalt pavement
high-modulus asphalt mixture
url https://www.mdpi.com/2076-3417/11/12/5698
work_keys_str_mv AT jianzhou recyclingagedasphaltusinghardasphaltbinderforhotmixingrecycledasphaltmixture
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AT guoqiangliu recyclingagedasphaltusinghardasphaltbinderforhotmixingrecycledasphaltmixture
AT taoyang recyclingagedasphaltusinghardasphaltbinderforhotmixingrecycledasphaltmixture
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