This study aims to compare the Marshall properties of Asphalt asphalt Concrete-Wearing Course (AC-WC) by replacing coarse aggregate with concrete waste and rooftile waste as a substitution. The research was conducted by Marshall test of AC-WC using variations 0%, 20%, and 40% concrete waste and rooftile waste of coarse aggregate. Based on the results of the study, it was found that the comparison of AC-WC Marshall properties with the replacement of concrete waste and rooftile waste is: the addition of concrete waste or rooftile waste tends to increase the value of stability and VMA(Void in Mineral Aggregate), Stability and VMA of the AC-WC tend to be higher in the addition of rooftile waste than concrete waste; the addition of concrete waste tends to increase flow and VIM (Void In the Mix), while the addition of rooftile waste tends to decrease flow and VIM, Flow and VIM of AC-WC tend to be higher in addition of concrete waste than rooftile waste; then the addition of concrete waste tends to decrease VFWA (Void Filled With Asphalt) and MQ (Marshall Quotient), while the addition of rooftile waste tends to increase VFWA and MQ, VFWA and MQ AC-WC tends to be higher in the addition of rooftile waste than concrete waste. Research on the utilization of concrete waste and rooftile waste as a partial replacement for coarse aggregate in the AC-WC asphalt mixture will reduce waste that pollutes the environment.
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23 February 2024
PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON ENGINEERING, TECHNOLOGY, AND INDUSTRIAL APPLICATIONS 2021 (8th ICETIA 2021): Engineering, Environment, and Health: Exploring the Opportunities for the Future
15–16 December 2021
Surakarta, Indonesia
Research Article|
February 23 2024
Comparative study between concrete waste and rooftile waste as coarse aggregates replacement on marshall properties of ashpalt concrete-wearing course (AC-WC)
Senja Rum Harnaeni;
Senja Rum Harnaeni
a)
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
a)Corresponding Author: [email protected]
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Falikhatul Hijra;
Falikhatul Hijra
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Diva Almara Benina;
Diva Almara Benina
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Budi Utomo;
Budi Utomo
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Sri Sunarjono;
Sri Sunarjono
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Agus Riyanto;
Agus Riyanto
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Hendy Ilfat Ibrahim;
Hendy Ilfat Ibrahim
2
Master of Civil Enginering, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
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Afizah Ayob;
Afizah Ayob
3
Faculty of Civil Engineering Technology, Universiti Malaysia Perlis
, Arau, 02600, Perlis, Malaysia
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Nik Zainab Nik Azizan
Nik Zainab Nik Azizan
3
Faculty of Civil Engineering Technology, Universiti Malaysia Perlis
, Arau, 02600, Perlis, Malaysia
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Senja Rum Harnaeni
1,a)
Falikhatul Hijra
1
Diva Almara Benina
1
Budi Utomo
1
Sri Sunarjono
1
Agus Riyanto
1
Hendy Ilfat Ibrahim
2
Afizah Ayob
3
Nik Zainab Nik Azizan
3
1
Civil Engineering Department, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
2
Master of Civil Enginering, Faculty of Engineering, Universitas Muhammadiyah Surakarta
, Surakarta, 57102, Indonesia
3
Faculty of Civil Engineering Technology, Universiti Malaysia Perlis
, Arau, 02600, Perlis, Malaysia
a)Corresponding Author: [email protected]
AIP Conf. Proc. 2838, 060026 (2024)
Citation
Senja Rum Harnaeni, Falikhatul Hijra, Diva Almara Benina, Budi Utomo, Sri Sunarjono, Agus Riyanto, Hendy Ilfat Ibrahim, Afizah Ayob, Nik Zainab Nik Azizan; Comparative study between concrete waste and rooftile waste as coarse aggregates replacement on marshall properties of ashpalt concrete-wearing course (AC-WC). AIP Conf. Proc. 23 February 2024; 2838 (1): 060026. https://doi.org/10.1063/5.0179861
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