Characterisation of Saw Dust Ash – Quarry Dust Bituminous Concrete

  • Kenneth Miebaka Oba Lecturer, Department of Civil Engineering, Rivers State University, Port Harcourt, NIGERIA
  • Emmanuel Ledesi Tigbara Lecturer, Department of Civil Engineering, Rivers State University, Port Harcourt, NIGERIA
Keywords: Bituminous Concrete, Saw Dust Ash, Quarry Dust, Waste Materials

Abstract

This study evaluates usefulness of Quarry Dust and Saw Dust Ashas mineral fillers in a bituminous concrete in order to reduce cost and encourage reuse of waste materials in the environment. Bituminous concrete blends were generated with 4% Quarry Dust and 4% Saw Dust Ash replacements of aggregates. The binder contents were 3, 3.5, 4, 4.5 and 5% for a 60/70 penetration grade bituminous binder. Briquette specimens were formed using the five different bituminous concrete blends. Standard laboratory experiments were conducted on the aggregates, Quarry Dust, Saw Dust Ash, bituminous binder and bituminous concrete specimens based on the relevant codes and standards. The Marshall method was used for the bituminous concrete design procedure. The optimum binder content was found to be 4.88% using the standard Marshall curves. At optimum binder content, using 4% design air void for medium traffic and maximum aggregate of 10mm, the Stability, Flow, VMA and VFA were 8.15kN, 8.28(0.25mm), 15.22% and 74.2% respectively. These were found to have passed the Asphalt Institute design criteria.

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References

M. S. Mamlouk & J. P. Zaniewski. (2011). Materials for civil and construction engineers. (3rd ed.). New Jersey: Pearson Prentice Hall.

P. S. Kandhal, C. Y. Lynn, & F. Parker. (1998). Characterization tests for mineral fillers related to performance of asphalt paving mixtures. Transp. Res. Rec. J. Transp. Res. Board, 1638(1), 101–110.

N. J. Garber & L. A. Hoel. (2009). Traffic and highway engineering. (4th ed.) Toronto: CENGAGE Learning.

F. F. Udoeyo, H. Inyang, D. T. Young, & E. E. Oparadu. (2006). Potential of wood waste ash as an additive in concrete. J. Mater. Civ. Eng., 18(4), 605–611.

K. M. Oba. (2019). A mathematical model to predict the tensile strength of asphalt concrete using quarry dust filler. Int. J. Sci. Eng. Res., 10(2), 1491–1498.

D. O. Osuya & H. Mohammed. (2017). Evaluation of sawdust ash as a partial replacement for mineral filler in asphaltic concrete. Ife J. Sci., 19(2), 431–440.

K. Sobolev & A. Faheem. (2014). Application of coal combustion products (CCP). In: Mid – Continental Transport Symposium Center for By-product Utilization (CBU).

P. Paramasivam & Y. O. Loke. (1980). Study of sawdust concrete. Int. J. Cem. Compos. Light. Concr., 2(1), 57–61.

K. S. Prakash & C. H. Rao. (2016). Study on compressive strength of quarry dust as fine aggregate in concrete. Adv. Civ. Eng., 2016, 1–5.

D. Lesueur, J. Petit, & H.-J. Ritter. (2012). Increasing the durability of asphalt mixtures by hydrated lime addition: What evidence?. Eur. Roads Rev., 20, 48–55.

P. P. Kumar. (2018). Quarry dust as a filler material in bituminous concrete: Sustainable construction. In: IOP Conf. Series: Materials Science and Engineering, 14th International Conference on Concrete Engineering and Technology, pp. 431 032007.

R. J. Cominsky, G. A. Huber, T. W. Kennedy, & M. Anderson. (1994). The superpave mix design manual for new construction and overlays. Available at: https://onlinepubs.trb.org/onlinepubs/shrp/SHRP-A-407.pdf.

Asphalt Institute. (2001). Mix design methods for asphalt concrete and other hot-mix types: MS2. Lexington: Asphalt Institute.

BS 1377-2. (1990). Methods of test for Soils for civil engineering purposes - Part 2: Classification tests. British Standard Institute.

V. N. S. Murthy. (2003). Geotechnical engineering: principle and practices of soil mechanics and foundation engineering. New York: Marcel Dekker.

Published
2021-02-27
How to Cite
Kenneth Miebaka Oba, & Emmanuel Ledesi Tigbara. (2021). Characterisation of Saw Dust Ash – Quarry Dust Bituminous Concrete. International Journal of Engineering and Management Research, 11(1), 123-128. https://doi.org/10.31033/ijemr.11.1.17