Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)

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The Effect of Aggregate Degradation Level on Durability of Reclaimed Asphalt Pavement

Authors
Sasana Putra1, 2, *, D. A. Islamiyah1, D. Heryanto1
1Civil Engineering Department, Engineering Faculty, Lampung University, Bandar Lampung, Lampung, Indonesia
2Regional Executive Board of Indonesian Road Development Association in Lampung Province, Bandar Lampung, Lampung, Indonesia
*Corresponding author. Email: sasana.putra@eng.unila.ac.id
Corresponding Author
Sasana Putra
Available Online 2 August 2024.
DOI
10.2991/978-94-6463-475-4_36How to use a DOI?
Keywords
RAP; degradation of aggregate; durability
Abstract

The study you’ve described focuses on the use of reclaimed asphalt pavement (RAP) as a substitute material in asphalt mixtures with varying percentages of RAP content (25%, 50%, and 75%). The main objectives of the study are to assess the degradation of aggregate components (coarse, fine, and filler fractions) of RAP and to evaluate its impact on the durability of the resulting asphalt mixtures, specifically by measuring the Remaining Strength Index (IRS). In summary, the study highlights the trade-off between using higher percentages of RAP to recycle old pavement materials and maintaining the durability of the resulting asphalt mixture. It demonstrates that as the RAP content increases, the degree of degradation in the asphalt mixture also increases, leading to a decrease in durability as measured by the IRS. However, it’s important to note that even with higher RAP content, the asphalt mixture may still meet certain durability requirements, albeit with a slightly reduced IRS value. The findings can help inform decisions in asphalt pavement recycling and mix design for sustainable and cost-effective road construction.

Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
Series
Advances in Engineering Research
Publication Date
2 August 2024
ISBN
10.2991/978-94-6463-475-4_36
ISSN
2352-5401
DOI
10.2991/978-94-6463-475-4_36How to use a DOI?
Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - Sasana Putra
AU  - D. A. Islamiyah
AU  - D. Heryanto
PY  - 2024
DA  - 2024/08/02
TI  - The Effect of Aggregate Degradation Level on Durability of Reclaimed Asphalt Pavement
BT  - Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
PB  - Atlantis Press
SP  - 429
EP  - 446
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-475-4_36
DO  - 10.2991/978-94-6463-475-4_36
ID  - Putra2024
ER  -