Effect of Aggregate Abrasion Value on Marshall Parameters in Mixed LGA (Lawele Granular Asphalt)

Effect of Aggregate Abrasion Value on Marshall Parameters in Mixed LGA (Lawele Granular Asphalt)

© 2023 by IJETT Journal
Volume-71 Issue-2
Year of Publication : 2023
Author : Noor Dhani, Ahmad Gasruddin, Laswar Gombilo Bitu
DOI : 10.14445/22315381/IJETT-V71I2P229

How to Cite?

Noor Dhani, Ahmad Gasruddin, Laswar Gombilo Bitu, "Effect of Aggregate Abrasion Value on Marshall Parameters in Mixed LGA (Lawele Granular Asphalt)," International Journal of Engineering Trends and Technology, vol. 71, no. 2, pp. 259-267, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I2P229

The purpose of this research is to examine the influence of aggregate abrasion on the various parameters in the LGA (Lawele Granular Asphalt) mixture. In this investigation, the aggregate composition was determined by trial and error. Oil modification and asphalt were mixed in a 70:30 ratio. The amount of lawele bitumen in the combination was 25%, while the overall amount of bitumen in the mixture was 5.5% and 6.0%, respectively. Each sample was made using the heat transfer process. Marshall testing was performed following the heating procedure to a temperature of 150oC before distributing. The abrasion values utilised vary by 24.45%, 32.68%, and 38.01%. According to the results of the Marshall test, the higher the abrasion value of the aggregate, the lower the stability. At an abrasion value of 24.45%, the greatest stability value of 1114 kg was attained. The abrasion levels that satisfy all Marshall characteristics (Stability, Meltability, MQ, Density, VIM, VMA, and VFA) fall between 24.45% and 38.01%.

Aggregate, Abrasion Value, Marshall Parameter.

[1] Chien-Wei Huang, Tsung-Han Yang, and Guan-Bo Lin1 “The Evaluation of Short- and Long-Term Performance of Cold-Mix Asphalt Patching Materials,” Advances in Materials Science and Engineering, vol. 2020, 2020, Crossref, https://doi.org/10.1155/2020/8968951
[2] Gito Sugiyanto, “Marshall Test Characteristics of Asphalt Concrete Mixture with Scrapped Tire Rubber as a Fine Aggregate,” Technology Journal, vol. 79, no. 2, pp. 55–64, 2017, Crossref, https://doi.org/10.11113/jt.v79.6965
[3] Ayuni Laurentia Bolung, Theo K. Sendow, and Joice E. Waani, “Comparison of Marshall Criteria on Hot Asphalt Mix (Hrs-Wc) Using Modified Asbuton (Retona Blend 55) With 60/70 Penetration Asphalt," Journal of Civil Static, vol. 7, no. 11, pp. 1537–1546, 2019.
[4] A. Fanani et al., “Against Stability Values in Mixed Asphalt Concrete (Hrs-Wc) Against Marshall Test Characteristics," Journal.Pnk.Ac.Id, vol. 2, no. 1, pp. 54–63, 2017.
[5] Pawel Polaczyk et al., “Influence of Aggregates Angularity on the Locking Point of Asphalt Mixtures,” Road Materials and Pavement Design, vol. 20, no. Sup1, pp. S183–S195, 2019, Crossref, https://doi.org/10.1080/14680629.2019.1588151
[6] Arabiah, “Effect of Using Sea Sand as Fine Aggregate in Hot Asphalt Mixes (Ac-Bc) with Marshall Testing,” Indian Higher Education vol. 3, no. 1, pp. 1689–1699, 2021.
[7] Magdi M. E. Zumrawi, and Faiza O. A. Khalill, “Experimental Study of Steel Slag Used as Aggregate in Asphalt Mixture,” American Journal of Construction and Building Materials, vol. 1, no. 1, pp. 12–18, 2017.
[8] Sanjana Y C, Nikhil T R, and Yateen Lokesh, "Performance Evaluation of Hot Mix Asphalt Using Modified Binders for Bituminous Concrete Grade-2," SSRG international journal of civil engineering, vol. 5, no. 9, pp. 12-17, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I9P103
[9] Evie Dwi Labora Bancin, Kamaluddin Lubis, and Nuril Mahda, “Effect of Using Red Soil as Filler in Ac-Bc Asphalt Mixture on Marshall Values,” Journal of Civil Engineering Building and Transportation, vol. 5, no. 1, pp. 17–25, 2021, Crossref, https://doi.org/10.31289/jcebt. v5i1.5072
[10] S. Sumiati, M. Mahmuda, and P. Puryanto, “Advantages of Pre-Mixed Asbuton and Asphalt Shell in Asphalt Concrete Mixts (Ac-Bc)” Journal of Poly-Technology, vol. 18, no. 1, 2019, Crossref, https://doi.org/10.32722/pt.v18i1.1289
[11] G. M. Harun-Or-Rashid et al., “Marshall Characteristics of Bituminous Mixes Using Reclaimed Asphalt Pavement,” American Journal of Traffic and Transportation Engineering, vol. 3, no. 4, pp. 57–61, 2018, Crossref, https://doi.org/10.11648/j.ajtte.20180304.11
[12] S. R. Aletba et al., “Marshall Properties of Asphalt Mixture Containing Garnet Waste,” Journal of Advanced Research in Material Science, vol. 43, pp. 22–27, 2018.
[13] Feng Wang et al., “Effect of Aggregate Morphologies and Compaction Methods on the Skeleton Structures in Asphalt Mixtures,” Construction and Building Materials, vol. 263, 2020, Crossref, https://doi.org/10.1016/j.conbuildmat.2020.120220
[14] Marcio Muniz de Farias, Ferney Quiñonez Sinisterra, and Hugo Alexander Rondón Quintana, “Behavior of a Hot Mix Asphalt Made with Recycled Concrete Aggregate and Crumb Rubber,” Canadian Journal of Civil Engineering, vol. 46, no. 6, pp. 544–551,00202019, Crossref, https://doi.org/10.1139/cjce-2018-0443
[15] Ch. Naveen Kumar, V. John Prashath, and Dr. K.Hari Krishna, "An Experimental Study on Bitumen Properties By Using Medical Plastic Waste," SSRG International Journal of Civil Engineering, vol. 6, no. 8, pp. 17-29, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I8P103
[16] Fauzie Nursandah, and Moch. Zaenuri, “Research on the Addition of Natural Rubber (Latex) in Mixes Laston Ac-Wc to the Characteristics of Marshall,” Journal Civila, vol. 4, no. 2, pp. 262–267, 2019.
[17] D. El-Tahan et al., “Evaluation of Recycled Concrete Aggregate in Asphalt Mixes,” Innovative Infrastructure Solution, vol. 3, no. 1, 2018. Crossref, https://doi.org/10.1007/s41062-018-0126-7
[18] Eduardi Prahara, and Chesia Claudia Hangewa, “Analyze Marshall Characteristic and Cantabro Abrasion Loss of Laston-Wc with HighDensity Polyethylene Variations,” IOP Conference Series: Earth and Environmental Science, vol. 426, no. 1, p. 12037, 2020, Crossref, https://doi.org/10.1088/1755-1315/426/1/012037.
[19] Pankaj Joshi, U C Gupta Raj Kumar, and Rajeev Kumar, "Interrelation of Physical and Mechanical Properties of Basalt," SSRG International Journal of Civil Engineering, vol. 6, no. 10, pp. 37-41, 2019. Crossref, https://doi.org/10.14445/23488352/IJCEV6I10P105
[20] Dongliang Kuang, “Influence of Angularity and Roughness of Coarse Aggregates on Asphalt Mixture Performance,” Construction and Building Materials, vol. 200, pp. 681–686, 2019. Crossref, https://doi.org/10.1016/j.conbuildmat.2018.12.176
[21] H. R. Jahanian, G. Shafabakhsh, and H. Divandari, “Performance Evaluation of Hot Mix Asphalt (HMA) Containing Bitumen Modified With Gilsonite,” Construction and Building Materials, vol. 131, pp. 156–164, 2017. Crossref, https://doi.org/10.1016/j.conbuildmat.2016.11.069
[22] Gunawan Tarigan, “Comparison of Marshall Properties Using Mixed Aggregates for Ac-Wc Layers,” Semnastek Uisu, pp. 177–181, 2021.
[23] Ni Luh Putu Shinta Eka Setyarini et al., “Marshall Characteristics of Asphalt Concrete Wear Layer Using LDPE (Low Density Polyethylene) Plastic Waste Covered Aggregate,” Journal of Muara Science, Technology, Medicine and Health Sciences, vol. 3, no. 1, p. 123, 2019. Crossref, https://doi.org/10.24912/jmstkik.v3i1.1697