Influence of a Rejuvenator on Homogenization of an Asphalt Mixture with Increased Content of Reclaimed Asphalt Pavement in Lowered Technological Temperatures
| Autor: | Damian Beben, Pawel Slabonski, Beata Stankiewicz |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
Technology
asphalt mixture 0211 other engineering and technologies Compaction 020101 civil engineering recycled pavement aggregate 02 engineering and technology Homogenization (chemistry) Article 0201 civil engineering Asphalt pavement 021105 building & construction reclaimed asphalt pavement General Materials Science Microscopy QC120-168.85 Aggregate (composite) Waste management business.industry QH201-278.5 Engineering (General). Civil engineering (General) TK1-9971 Base course Asphalt concrete Descriptive and experimental mechanics Asphalt Wearing course rejuvenator Environmental science Electrical engineering. Electronics. Nuclear engineering TA1-2040 business |
| Zdroj: | Materials Volume 14 Issue 10 Materials, Vol 14, Iss 2567, p 2567 (2021) |
| ISSN: | 1996-1944 |
| DOI: | 10.3390/ma14102567 |
| Popis: | The most technologically advanced form of road construction uses a high content of reclaimed asphalt pavement (RAP) as a component of its asphalt mixture (AM). However, there is a real problem with the effective interaction of RAP and MA. The research herein described presents an effective use of RAP originating from the recycling process of old pavements thanks to the application of an original rejuvenator. Two types of AM were designed concerning the base course of pavement as well as the wearing course and the binder course for various traffic categories. The achieved results show that the rejuvenator improved the homogenization of RAP with the asphalt binder and aggregate in each mixture type. On the basis of the research, the possibility of using paving AM with an increased content of RAP in lowered technological temperatures received a favorable assessment. Mixtures of asphalt concrete containing 40% RAP meet both Polish and German requirements for mixtures intended for heavy traffic pavements. Thanks to use of the rejuvenator, it is possible to compact AM layers containing RAP in a final compaction temperature lowered by about 20 °C. The achieved AM lab test results were confirmed on trial road sections. The rejuvenator used in tested AMs improved the homogenization of RAP with both binder and virgin aggregate. Moreover, the study proved that it is possible to use 20%, 40%, and even 100% RAP contents in the mixtures thanks to the use of the rejuvenator based on plant resin and the creation of conditions enabling the effective homogenization of AM components. |
| Databáze: | OpenAIRE |
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