Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent

Environment conservation and diminishing natural resources caused an increase in popularity of the application of renewable bio-origin resources for the construction of road pavement. Currently, there are known additions of bio-origin materials for bitumen modification. Such material is also used as...

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Main Authors: Karol J. Kowalski, Jan B. Król, Wojciech Bańkowski, Piotr Radziszewski, Michał Sarnowski
Format: Article
Language:English
Published: MDPI AG 2017-02-01
Series:Applied Sciences
Subjects:
Online Access:http://www.mdpi.com/2076-3417/7/3/216
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spelling doaj-3549cf02097048a0959b2d2cbccdf0352020-11-25T00:38:23ZengMDPI AGApplied Sciences2076-34172017-02-017321610.3390/app7030216app7030216Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-AgentKarol J. Kowalski0Jan B. Król1Wojciech Bańkowski2Piotr Radziszewski3Michał Sarnowski4Faculty of Civil Engineering, Warsaw University of Technology, Warsaw 00-637, PolandFaculty of Civil Engineering, Warsaw University of Technology, Warsaw 00-637, PolandThe Road and Bridge Research Institute, Warsaw 03-302, PolandFaculty of Civil Engineering, Warsaw University of Technology, Warsaw 00-637, PolandFaculty of Civil Engineering, Warsaw University of Technology, Warsaw 00-637, PolandEnvironment conservation and diminishing natural resources caused an increase in popularity of the application of renewable bio-origin resources for the construction of road pavement. Currently, there are known additions of bio-origin materials for bitumen modification. Such material is also used as a flux additive for bitumen or as a rejuvenator once working with reclaimed asphalt pavement (RAP). This paper presents research dealing with asphalt mixtures with RAP modified with a bio-agent of rapeseed origin. The main idea of the conducted research was to apply more RAP content directly to the batch mix plant without extra RAP heating. The RAP used in this study was milled from a base asphalt layer; the addition of RAP stiffens new asphalt mixtures. A bio-agent, due to its fluxing action, was used to support the asphalt mixing process and to decrease the over-stiffening of the mixture caused by RAP addition. This research includes bitumen and mixture tests. For the bitumen study, three different bitumens (35/50, 50/70, and 70/100) were tested in a dynamic shear rheometer (DSR) for complex modulus G* and for phase angle |δ| in the temperature range 0–100 °C. The reference mixture and mixtures with 2.5% bio-agent were tested to assess the influence of RAP and the bio-agent addition on the asphalt mixture properties. Low temperature behavior (TSRST), stiffness, and fatigue resistance (4PB) were tested. Based on the bitumen test, it was determined that even a low rate of bio-agent (2.5%) beneficially changes bitumen properties at a low temperature; moreover, polymerization processes occurring in the second stage of the process improves bitumen properties at a high operational temperature. The research with these asphalt mixtures demonstrates that the bio-origin flux acts as a rejuvenator and allows for an application of 30% cold RAP. Thermal cracking resistance of the mixture with RAP and 2.5% bio-agent improved. The bio-agent removes unfavorable stiffening of RAP and increases the fatigue resistance of the asphalt mixture.http://www.mdpi.com/2076-3417/7/3/216bioadditivereclaim asphalt pavement (RAP)warm mix asphalt (WMA)sustainable roads
collection DOAJ
language English
format Article
sources DOAJ
author Karol J. Kowalski
Jan B. Król
Wojciech Bańkowski
Piotr Radziszewski
Michał Sarnowski
spellingShingle Karol J. Kowalski
Jan B. Król
Wojciech Bańkowski
Piotr Radziszewski
Michał Sarnowski
Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
Applied Sciences
bioadditive
reclaim asphalt pavement (RAP)
warm mix asphalt (WMA)
sustainable roads
author_facet Karol J. Kowalski
Jan B. Król
Wojciech Bańkowski
Piotr Radziszewski
Michał Sarnowski
author_sort Karol J. Kowalski
title Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
title_short Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
title_full Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
title_fullStr Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
title_full_unstemmed Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent
title_sort thermal and fatigue evaluation of asphalt mixtures containing rap treated with a bio-agent
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2017-02-01
description Environment conservation and diminishing natural resources caused an increase in popularity of the application of renewable bio-origin resources for the construction of road pavement. Currently, there are known additions of bio-origin materials for bitumen modification. Such material is also used as a flux additive for bitumen or as a rejuvenator once working with reclaimed asphalt pavement (RAP). This paper presents research dealing with asphalt mixtures with RAP modified with a bio-agent of rapeseed origin. The main idea of the conducted research was to apply more RAP content directly to the batch mix plant without extra RAP heating. The RAP used in this study was milled from a base asphalt layer; the addition of RAP stiffens new asphalt mixtures. A bio-agent, due to its fluxing action, was used to support the asphalt mixing process and to decrease the over-stiffening of the mixture caused by RAP addition. This research includes bitumen and mixture tests. For the bitumen study, three different bitumens (35/50, 50/70, and 70/100) were tested in a dynamic shear rheometer (DSR) for complex modulus G* and for phase angle |δ| in the temperature range 0–100 °C. The reference mixture and mixtures with 2.5% bio-agent were tested to assess the influence of RAP and the bio-agent addition on the asphalt mixture properties. Low temperature behavior (TSRST), stiffness, and fatigue resistance (4PB) were tested. Based on the bitumen test, it was determined that even a low rate of bio-agent (2.5%) beneficially changes bitumen properties at a low temperature; moreover, polymerization processes occurring in the second stage of the process improves bitumen properties at a high operational temperature. The research with these asphalt mixtures demonstrates that the bio-origin flux acts as a rejuvenator and allows for an application of 30% cold RAP. Thermal cracking resistance of the mixture with RAP and 2.5% bio-agent improved. The bio-agent removes unfavorable stiffening of RAP and increases the fatigue resistance of the asphalt mixture.
topic bioadditive
reclaim asphalt pavement (RAP)
warm mix asphalt (WMA)
sustainable roads
url http://www.mdpi.com/2076-3417/7/3/216
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