CD Skripsi
Durabilitas Campuran Beton Aspal (Ac-Wc) Menggunakan Limbah Crumb Rubber Sebagai Bahan Tambah Dan Abu Tandan Sawit Sebagai Filler
ABSTRACT
The mixture of road pavement layers that is commonly used in Indonesia is a mixture of Asphalt Concrete (AC-WC). Addition of wastecrumb rubber (crumb rubber) in asphalt concrete mixture is a solution for highway planning and reducing waste pollutioncrumb rubber (crumb rubber) produced from a rubber tire factory. The purpose of this research is to determine the maximum percentage additioncrumb rubber (crumb rubber) in the AC-WC mixture withfiller palm fruit bunch ash and to determine the residual strength index (IKS) value of the mixture which has a durability value that meets the requirements of the 2018 Highways Specification Revision 2 (2020). This study uses bitumen content with the percentage of mixed wastecrumb rubber used in the determination of KAO of 0%, 3%, and 6% by weight of asphalt andfiller palm fruit bunch ash 4% by weight of one AC-WC sample. This research was conducted in accordance with the General Specifications for Highways 2018 Revision 2 (2020). The results of this study indicate testingmarshall on variationscrumb rubber 0% (withoutcrumb rubber) as a normal mixture and 3% has met the specifications while the 6% variation does not. Maximum test results on the combinationcrumb rubber 3% resulted in the highest stability value of 1,028.85 kg at 0.5 hour immersion. The results of the durability test showed that the IKS value with a variation of 0% and 3% only fulfilled the 3 hour immersion time, namely a minimum of 90%, while for the variationcrumb rubber 0% and 3% for immersion times of 6 hours, 12 hours and 24 hours for all the mixtures cannot meet the conditions set by t
he General Specifications for Highways 2018 Revision 2 (2020), namely 90%.
Keywords: Crumb Rubber, Palm Bunch Ash, Filler, Durability, AC-WC, KAO, IKS, Stability
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