Easy Way To Determine The Feasibility Of Coarse Aggregate On All Pavement Layers Using The Los Angeles Tatonas TA-700 Machine

Authors

  • Mahardi Kamalika Khusna Ali Kadiri University, Kediri
  • Agata Iwan Candra Kadiri University, Kediri http://orcid.org/0000-0002-7657-6810
  • Elsa Rizqi Purwanti Kadiri University, Kediri
  • Rikha Wirda Izzati Kadiri University, Kediri
  • Kavindo Yugiswara Hutama Kadiri University, Kediri
  • Mohammad Roziq Kadiri University, Kediri
  • Herlangga Duta Pramudya Kadiri University, Kediri

DOI:

https://doi.org/10.30737/ukarst.v5i2.2200

Keywords:

Abrasion Test, Coarse Aggregate, Coarse Wear, Los Angeles Machine, Road Pavement

Abstract

The use of coarse aggregate with poor quality can cause bumpy roads, cracked roads, potholes, and others. Coarse aggregate wear is an indicator of the aggregate resistance index against friction with other objects. Any aggregate to be used in a pavement mix must meet the wear requirements. Low wear causes the aggregate to be easily crushed when exposed to friction and has an impact on a low level of stability. The purpose of this research is to determine the feasibility of coarse aggregate in Kedak Village, Kediri. One of the feasibility of coarse aggregate is reviewed based on wear with abrasion testing. This research was conducted by using an abrasion test using the Los Angeles TA-700 machine and SNI 2417:2008 as a reference. The specimens were taken at random and met the criteria for passing the number 3/4 sieve and stuck on the 2500 gram sieve number 1/2 and the aggregate that passed the 1/2 sieve was stuck on the 3/8 sieve as much as 2500 grams. The results obtained stated that the average wear of the abrasion test was 26.6%. Based on these results, the aggregate can be said to be feasible because it does not exceed 40% in accordance with the provisions of the 2018 Binamarga General Specifications. So that coarse aggregate from Kedak Village, Kediri can be used for all mixtures of road pavement layers.

References

M. Díaz-Piloneta, M. Terrados-Cristos, J. V. Ãlvarez-Cabal, and E. Vergara-González, “Comprehensive analysis of steel slag as aggregate for road construction: Experimental testing and environmental impact assessment,†Materials (Basel)., vol. 14, no. 13, 2021, doi: 10.3390/ma14133587.

M. R. Pouranian, M. Shishehbor, and J. E. Haddock, “Impact of the coarse aggregate shape parameters on compaction characteristics of asphalt mixtures,†Powder Technol., vol. 363, pp. 369–386, 2020, doi: 10.1016/j.powtec.2020.01.014.

K. P. Umum, “Pedoman Bahan Konstruksi Bangunan dan Rekayasa Sipil (Pd 05 - 2018 - B),†Kementrian Pekerj. Umum dan Perumah. Rakyat, no. September, 2019.

A. A. A. H. Mohamed K. Ismail and Mohamed Lachemi, “Effect of Fiber Type on Impact and Abrasion Resistance of Engineered Cementitious Composite,†ACI Mater. J., vol. 115, no. 6, 2018, doi: 10.14359/51710960.

J. Gao, H. Wang, Y. Bu, Z. You, M. R. M. Hasan, and M. Irfan, “Effects of coarse aggregate angularity on the microstructure of asphalt mixture,†Constr. Build. Mater., vol. 183, pp. 472–484, 2018, doi: 10.1016/j.conbuildmat.2018.06.170.

X. Ding, T. Ma, and W. Gao, “Morphological characterization and mechanical analysis for coarse aggregate skeleton of asphalt mixture based on discrete-element modeling,†Constr. Build. Mater., vol. 154, pp. 1048–1061, 2017, doi: 10.1016/j.conbuildmat.2017.08.008.

Badan Standardisasi Nasional, “Tata Cara Pelaksanaan Lapis Aspal Beton Untuk Jalan Raya (SNI 03-1737-1989),†Badan Stand. Nas. Indones., 1989.

Kementerian Pekerjaan Umum dan Perumahan Rakyat, “Spesifikasi Umum 2018,†Dirjen Bina Marga Nomor, 2018.

L. M. Nicula, O. Corbu, and M. Iliescu, “The Influence of Blast Furnace Slag on Abrasion Resistance for Road Concretes,†IOP Conf. Ser. Mater. Sci. Eng., vol. 877, no. 1, 2020, doi: 10.1088/1757-899X/877/1/012040.

B. Panda, N. T. Imran, and K. Samal, “A Study on Replacement of Coarse Aggregate with Recycled Concrete Aggregate (RCA) in Road Construction BT - Recent Developments in Sustainable Infrastructure,†in Recent Developments in Sustainable Infrastructure, 2021, pp. 1097–1106.

B. S. Nasional, “Cara uji keausan agregat dengan mesin abrasi Los Angeles SNI 2417-2008,†Badan Stand. Nas. Indones., 2008.

E. Tugrul Tunc and K. Esat Alyamac, “A preliminary estimation method of Los Angeles abrasion value of concrete aggregates,†Constr. Build. Mater., vol. 222, pp. 437–446, 2019, doi: 10.1016/j.conbuildmat.2019.06.176.

M. Asadi, A. TaghaviGhalesari, and S. Kumar, “Machine learning techniques for estimation of Los Angeles abrasion value of rock aggregates,†Eur. J. Environ. Civ. Eng., pp. 1–14, 2019, doi: 10.1080/19648189.2019.1690585.

Y. Guo, V. Markine, J. Song, and G. Jing, “Ballast degradation: Effect of particle size and shape using Los Angeles Abrasion test and image analysis,†Constr. Build. Mater., vol. 169, pp. 414–424, 2018, doi: 10.1016/j.conbuildmat.2018.02.170.

S. A. EL-Sayed and M. E. Mostafa, “Analysis of Grain Size Statistic and Particle Size Distribution of Biomass Powders,†Waste and Biomass Valorization, vol. 5, no. 6, pp. 1005–1018, 2014, doi: 10.1007/s12649-014-9308-5.

T. Umar, C. Egbu, and M. Saidani, “A Modified Method for Los Angeles Abrasion Test,†Iran. J. Sci. Technol. - Trans. Civ. Eng., vol. 44, no. 3, pp. 941–947, 2020, doi: 10.1007/s40996-019-00268-w.

A. D. Nataadmadja, O. Setyandito, E. Prahara, and I. Riyanti, “Assessing the moisture susceptibility of aggregates with Los Angeles abrasion test,†AIP Conf. Proc., vol. 1903, 2017, doi: 10.1063/1.5011515.

K. C. Budi, A. I. Candra, D. A. Karisma, S. Muslimin, and Sudjati, “Pengaruh Metode Perawatan Beton Dengan Suhu Normal Terhadap Kuat Tekan Beton Mutu Tinggi,†J. CIVILA, vol. 5, no. 2, pp. 460–467, 2020, doi: 10.21063/jts.2020.v702.05.

S. Zhang, J. Pei, R. Li, Y. Wen, and J. Zhang, “Investigation on comparison of morphological characteristics of various coarse aggregates before and after abrasion test,†Materials (Basel)., vol. 13, no. 2, 2020, doi: 10.3390/ma13020492.

A. Teymen, “Estimation of Los Angeles abrasion resistance of igneous rocks from mechanical aggregate properties,†Bull. Eng. Geol. Environ., vol. 78, no. 2, pp. 837–846, 2019, doi: 10.1007/s10064-017-1134-0.

A. Mohajerani, B. T. Nguyen, Y. Tanriverdi, and K. Chandrawanka, “A new practical method for determining the LA abrasion value for aggregates,†Soils Found., vol. 57, no. 5, pp. 840–848, 2017, doi: 10.1016/j.sandf.2017.08.013.

X. Bian, K. Shi, W. Li, X. Luo, E. Tutumluer, and Y. Chen, “Quantification of Railway Ballast Degradation by Abrasion Testing and Computer-Aided Morphology Analysis,†J. Mater. Civ. Eng., vol. 33, no. 1, p. 04020411, 2021, doi: 10.1061/(asce)mt.1943-5533.0003519.

S. Ahmad, M. Maslehuddin, M. Shameem, R. M. Faysal, and S. K. Adekunle, “Effect of abrasion and chemical treatment of recycled aggregate on the workability, strength, and durability properties of concrete,†Eur. J. Environ. Civ. Eng., pp. 1–16, 2020, doi: 10.1080/19648189.2020.1797886.

R. Ajalloeian and M. Kamani, “An investigation of the relationship between Los Angeles abrasion loss and rock texture for carbonate aggregates,†Bull. Eng. Geol. Environ., vol. 78, no. 3, pp. 1555–1563, 2019, doi: 10.1007/s10064-017-1209-y.

J. Wu, L. Wang, Y. Hou, Z. Qian, L. Meng, and Q. Zhao, “Simulation on the Micro-Deval test for the aggregate wear properties measurement,†Constr. Build. Mater., vol. 180, pp. 445–454, 2018, doi: 10.1016/j.conbuildmat.2018.03.264.

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Published

2021-12-20

How to Cite

Ali, M. K. K., Candra, A. I., Purwanti, E. R., Izzati, R. W., Hutama, K. Y., Roziq, M., & Pramudya, H. D. (2021). Easy Way To Determine The Feasibility Of Coarse Aggregate On All Pavement Layers Using The Los Angeles Tatonas TA-700 Machine. UKaRsT, 5(2), 296–310. https://doi.org/10.30737/ukarst.v5i2.2200

Issue

Vol. 5 No. 2 (2021): NOVEMBER

Section

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