Marshall Characteristics of Asphalt Concrete Wearing Course Using Crumb Rubber Modified of Motorcycle Tire Waste as Additive

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The significance of this research is to find out the effect of adding Crumb Rubber Motorcycle Tire Waste (CRM-MTW) on asphalt concrete wearing course (ACWC) mix. Two sizes of CRM-MTW that are used are CRM that passes filters identified as numbers 50 and 100, while the contents of the CRM-MTW are 0%, 0.5%, 1%, 1.5%, 3%, 4.5%, and 6% of the aggregate weight. Marshall Method is used in this research. The analysis is based on Marshall parameters namely, stability, flow, Marshall Quotient (MQ), Void in the Mix (VIM), Void in the Mineral Aggregate (VMA), and Void Filled Asphalt (VFA). The result of this research indicates that the size of CRM-MTW, No. 50 and No. 100, affects Marshall stability of conventional asphalt mix. Best CRM-MTW addition is CRM-MTW No. 100 with the content of 1%.

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57-61

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July 2019

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© 2019 Trans Tech Publications Ltd. All Rights Reserved

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[1] Badan Pusat Statistik, Land Transportation Statistics, BPS, Jakarta, (2017).

Google Scholar

[2] M. R. Ibrahim, H. Y. Katman, M. R. Karim, S. Koting, N. S. Mashaan, A review on the effect of crumb rubber addition to the rheology of crumb rubber modified bitumen, Adv. Mater. Sci. Eng. 2013 (2013) 1-9.

DOI: 10.1155/2013/415246

Google Scholar

[3] J. Shen, S. Amirkhanian, The influence of crumb rubber modifier ( CRM ) microstructures on the high temperature properties of CRM binders The influence of crumb rubber modifier (CRM) microstructures on the high temperature properties of CRM binders, Int. J. Pavement Eng. 6, no. 4 (2007) 37-41.

DOI: 10.1080/10298430500373336

Google Scholar

[4] H. Siswanto, B. Supriyanto, Pranoto, P. R. Chandra, A. R. Hakim, Marshall properties of asphalt concrete using crumb rubber modified of motorcycle tire waste, in AIP Conference Proceedings, 1887 (2017) 020039 1-5.

DOI: 10.1063/1.5003522

Google Scholar

[5] H. Siswanto, B. Supriyanto, L. Abid, Water Resistance Evaluation of Asphalt Concrete Wearing Course Made with Crumb Rubber of Motorcycle Tire Waste, Appl. Mech. Mater. 845, (2016) 404–407.

DOI: 10.4028/www.scientific.net/amm.845.404

Google Scholar

[6] H. Siswanto, B. Supriyanto, P. Pranoto, P. Rizky Chandra, A. Rahman Hakim, Evaluation of moisture damage in asphalt concrete with CRM motorcycle tire waste passing #50 sieve size, AIP Conf. Proc.1887 (2017) 020075 1-6.

DOI: 10.1063/1.5003558

Google Scholar

[7] H. H. Kim, M. Mazumder, M. Lee, S. Lee, Effect of blending time on viscosity of rubberized binders with wax additives, Int. J. Pavement Res. Technol. 11 no.6 (2018) 655–665.

DOI: 10.1016/j.ijprt.2018.03.003

Google Scholar

[8] B. Lebreton, A. Tuma, A quantitative approach to assessing the profitability of car and truck tire remanufacturing, Int. J. Prod. Econ. 104, no. 2 (2006) 639–652.

DOI: 10.1016/j.ijpe.2004.11.010

Google Scholar

[9] K. Youngdae, H. Hwang, Efficient Operation Policy in a Closed-loop Tire Manufacturing System with EPR, Effic. Oper. Policy a Closed-loop Tire Manuf. Syst. with EPR, 8, no. 3 (2009). 162–170.

Google Scholar

[10] N. Oikonomou, S. Mavridou, Improvement of chloride ion penetration resistance in cement mortars modified with rubber from worn automobile tires, Cem. Concr. Compos. 31, no. 6 (2009) 403–407.

DOI: 10.1016/j.cemconcomp.2009.04.004

Google Scholar

[11] R. S. 03 1737-1989, Pedoman Pelaksanaan Lapis Campuran Beraspal Panas - Revisi SNI 03 1737-1989, BSN, Jakarta, (2005).

Google Scholar

[12] R. M-01-2003, Metode Pengujian Campuran Beraspal Panas dengan Alat Marshall, BSN, Jakarta, (2003).

Google Scholar

[13] Departemen Pekerjaan Umum, Spesifikasi Umum Bidang Jalan dan Jembatan Divisi 6, Revisi 1, BSN, Jakarta, (2010).

Google Scholar

[14] Y. M. Dong, Y. Q. Tan, Laboratory Evaluation on Performance of Crumb Rubber SMA, Adv. Mater. Res. 168–170 (2010) 1749–1755.

DOI: 10.4028/www.scientific.net/amr.168-170.1749

Google Scholar

[15] Suhardi, P. Pratomo, H. Ali, Study of Marshall Characteristics due to Asphalt Mixture with the Addition of Plastic Bottle Waste, J. Civ. Eng. Des.4, no. 2 (2016) 284–293.

Google Scholar

[16] D. Sutradhar, M. Miah, G. J. Chowdhury, M. A. Sobhan, Effect of Using Waste Material as Filler in Bituminous Mix Design, Am. J. Civ. Eng. 3, no. 3 (2015) 88-94.

Google Scholar

[17] P.E. Purnamasari, F. Suryaman, Effect of Using Plastic Bottle Waste as Additional Materials to Characteristic of Asphalt Concrete Layers (LASTON), Natl. Civ. Eng. Conf. 4, KoNTekS 4, (2010)397-404.

Google Scholar