Adding Latex And Fly Ash In Asphalt Concrete - Wearing Course Mixture

Ibrahim Ibrahim; Arfan Hasan; Ika Sulianti; Rahmad Hidayat Saputra; Dimitri Yulianti; Anna Elvaria; Feby Rizky Amanda; Ikhsania Irna Ningsih

doi:10.2991/978-94-6463-386-3_32

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Adding Latex And Fly Ash In Asphalt Concrete - Wearing Course Mixture

Authors

Ibrahim Ibrahim¹^{, *}, Arfan Hasan¹, Ika Sulianti¹, Rahmad Hidayat Saputra¹, Dimitri Yulianti¹, Anna Elvaria¹, Feby Rizky Amanda¹, Ikhsania Irna Ningsih¹

¹Civil Engineering Department, State Polytechnic of Sriwijaya, Palembang, Indonesia

^*Corresponding author.

Corresponding Author

Ibrahim Ibrahim

Available Online 27 February 2024.

DOI: 10.2991/978-94-6463-386-3_32 How to use a DOI?
Keywords: Asphalt; Latex; Fly Ash; Road
Abstract: The road surface layer must be able to withstand the loads and be resistant to changes in conditions and the surrounding environment, so good-quality pavement mix planning is required. Latex as an additive is expected to improve the characteristics of road pavement, while fly ash from coal contains pozzolan elements, which function as a cavity filling material. The research method was experimental and carried out at Materials Laboratory, State Polytechnic of Sriwijaya. In this study, variations in asphalt content of 5%, 6%, and 7% were used; filler content of 6%, and latex content of 8%; 8.5%; and 9%. The most optimum latex content that meets all the general standards of Bina Marga Specifications, Revision 2, 2018, is 9% latex content with a stability value of 2239.51 kg, a flow value of 3.86 mm, a VIM value of 4.31%, a VFA value of 74.96%, the VMA value is 16.81%, and the Marshall Quotient value is 580.29 kg/mm. Thus, the use of latex and fly ash in Asphalt Concrete - Wearing Course pavement mixtures can significantly improve Marshall characteristics, making it a good option in planning strong and durable road pavements in accordance with specification standards.
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 7th FIRST 2023 International Conference on Global Innovations (FIRST-ESCSI 2023)
Series: Advances in Engineering Research
Publication Date: 27 February 2024
ISBN: 10.2991/978-94-6463-386-3_32
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-386-3_32 How to use a DOI?
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

ris enw bib

TY  - CONF
AU  - Ibrahim Ibrahim
AU  - Arfan Hasan
AU  - Ika Sulianti
AU  - Rahmad Hidayat Saputra
AU  - Dimitri Yulianti
AU  - Anna Elvaria
AU  - Feby Rizky Amanda
AU  - Ikhsania Irna Ningsih
PY  - 2024
DA  - 2024/02/27
TI  - Adding Latex And Fly Ash In Asphalt Concrete - Wearing Course Mixture
BT  - Proceedings of the 7th FIRST 2023 International Conference on Global Innovations (FIRST-ESCSI 2023)
PB  - Atlantis Press
SP  - 295
EP  - 302
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-386-3_32
DO  - 10.2991/978-94-6463-386-3_32
ID  - Ibrahim2024
ER  -

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