The Influence of Anadara Granosa’s Shell Waste as a Substitute of Fine Aggregate in Mixed Asphalt Concrete Wearing Course (AC-WC)
- DOI
- 10.2991/ahe.k.210205.047How to use a DOI?
- Keywords
- Anadara Granosa’s, Shell Waste, Asphalt Concrete Wearing Course (AC WC), Marshall
- Abstract
Flexible pavement is pavement which generally uses a mixture of asphalt as the surface layer and grained material as the layer underneath which consists of coarse aggregate and fine aggregate mixed with asphalt. With some research on asphalt in pavement mixing, natural materials can be replaced or mixed with other materials. This research was carried out with the aim to find out whether an Andara Granosa’s Shell Waste can improve the quality of a better road pavement. In this case using an Andara Granosa’s Shell Waste as a substitute for fine aggregate material. To determine the effect of Andara Granosa’s Shell Waste produced as a substitute for fine aggregates on Marshall characteristics and how the physical properties of asphalt when mixed with Andara Granosa’s Shell Waste as a substitute for fine aggregates on the mixing of Asphalt Concrete Wearing Course (AC - WC). This research method uses test material in the laboratory using an Andara Granosa’s Shell Waste (0%, 25%, 50%, 75% and 100%) with asphalt content (5%, 5.5% and 6%). After testing the mixed design material, the optimum asphalt content is obtained at 6%. Then the Marshall test is performed to obtain the Marshall characteristic value. In Marshall test, the optimum value was obtained using a mixture of shellfish waste in Variation 2 with an asphalt content of 5.5%. The characteristic stability value is 3479.0 kg. The value of flow is 3,817, VIM (Voids in the mix) is 3,847%, VMA (Voids in the mineral aggregate) is 22,272%, VFA (Voids filles asphalt) is 82,727% and MQ (Marshall Quotient) is 59272.3 kg / mm. As the final result, the best variation of Anadara Granosa’s Shell Waste as a substitute for fine aggregate on the mixing of Asphalt Concrete Wearing Course (AC - WC) based on General Spesification 2010 Bina Marga division VI is variation 2 with 5.5% asphalt content.
- Copyright
- © 2021, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Ika Sulianti AU - Ibrahim AU - Indah Ayu Wiloka AU - Reta Iftitah Sari PY - 2021 DA - 2021/02/09 TI - The Influence of Anadara Granosa’s Shell Waste as a Substitute of Fine Aggregate in Mixed Asphalt Concrete Wearing Course (AC-WC) BT - Proceedings of the 4th Forum in Research, Science, and Technology (FIRST-T1-T2-2020) PB - Atlantis Press SP - 273 EP - 279 SN - 2589-4943 UR - https://doi.org/10.2991/ahe.k.210205.047 DO - 10.2991/ahe.k.210205.047 ID - Sulianti2021 ER -