EVALUATION OF LOCUST BEAN POD ASH AS MINERAL FILLER IN HOT MIX ASPHALT

  • Abdulfatai Adinoyi Murana Faculty of Engineering, Ahmadu Bello University, Zaria, Kaduna State, Nigeria
  • Kenneth Ejike Ibedu Faculty of Engineering, Ahmadu Bello University, Zaria, Kaduna State, Nigeria
  • Abdulmumin Ahmed Isah Faculty of Engineering, Ahmadu Bello University, Zaria, Kaduna State, Nigeria
  • Joshua Ochepo Faculty of Engineering, Ahmadu Bello University, Zaria, Kaduna State, Nigeria
Keywords: bitumen, filler, granite dust, locust bean pod ash, Marshall property

Abstract

An increase in the consumption of agricultural products generates large quantities of waste daily. The husks of the locust bean seeds when removed from the plant are littered in the environment which negatively affects the environment. In this research, locust bean pod ash (LBPA) was used as a mineral filler in hot mix asphalt. Physical and chemical tests were done on the aggregate, bitumen and LBPA, showing adequacy for use in asphalt concrete production. All tests were conducted in accordance with relevant standards. LBPA was admixed with granite dust from 0–50% (at intervals of 10%) with varying bitumen content from 4–7% (at 0.5% intervals). For this experiment, the Marshall mix design method was used. The Marshall stability of samples containing LBPA improved by 19%, from 8.16kN to 9.67kN. Similarly, Marshall flow decreased by 19% from 3.4 mm to 2.75 mm. The density-void analysis of the asphalt samples also revealed an improvement. The microstructural examination revealed an enhanced structural arrangement due to the flocculation of the LBPA particles. Overall, the hot mix asphalt samples meet the Federal Ministry of Works and Housing specifications for flexible pavement-wearing courses. It was determined by the study that adding 40% LBPA with 60% granite dust at 5% bitumen content would improve the performance of hot mix asphalt.

References

Federal Ministry of Works and Housing (2013). Compendium Report on Road Infrastructure and Related Development in Nigeria—an Investor’s Manual. Pison Housing Company for the Federal Ministry of Works Abuja.

Garber, N. J., Hoel, L. A., & Sarkar, R. (2009). Traffic and highway engineering.

Rogers, M., & Enright, B. (2023). Highway engineering. John Wiley & Sons.

Huang, S.-C., & Di Benedetto, H. (2015). Advances in asphalt materials: Road and pavement construction.

Murana, A. A., & Sani, L. (2014). Partial replacement of cement with rice husk ash (RHA) as filler in asphalt concrete design. UNIZIK Journal of Engineering and Applied Sciences, 10(1), 30–40.

Tomar, R., Jain, R. K., & Kostha, M. K. (2013). Effects of fillers on bituminous paving mixes. International Journal of Engineering Research and Science & Technology, 2(4), 2391–2397.

Adanikin, A., Oyedepo, O. J., Ajayi, J. A., & Agbetanmije, K. (2019). Laboratory Study of the Use of Alternative Materials as Fillersin Asphaltic Concretes.

Adama, A. Y., & Jimoh, Y. A. (2012). Effect of locust bean pod ash on strength properties of weak soils. AU Journal of Technology, 16(1).

Ndububa, E., & Uloko, J. (2018). Locust bean pod ash (LBPA) as a pozzolanic material in concrete.

Ahirwar, S. K., & Jain, R. (2018). Review Paper on Use of Rice Husk Ash as Mineral Filler in Hot Mix Asphalt. International Research Journal of Engineering and Technology, 5(2), 892–899.

Varma, V. A., & Lakshmayya, M. T. S. (2018). A review on different types of wastes used as fillers in bituminous mix. International Journal of Civil Engineering and Technology, 9(9), 289–300.

ASTM D5/D5M-20. (2020). Standard Test Method for Penetration of Bituminous Materials. West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

D113-17, A. (2017). Standard test method for ductility of asphalt materials. ASTM International West Conshohocken, PA, USA.

ASTM D36/D36M-14. (2020). Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Vol. 04.04). West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

International, A. (2012). Standard test method for flash and fire points by Cleveland open cup tester. ASTM International.

ASTM. (2018). Standard test method for density of semi-solid asphalt binder (pycnometer method). ASTM International West Conshohocken, PA.

ASTM, D. (2015). Standard test method for solubility of asphalt materials in trichloroethylene. ASTM International West Conshohocken, PA.

BS 812-112. (1990). Testing Aggregates. Methods for Determination of Aggregate Impact Value (AIV). London, United Kingdom: British Standard Institution (BSI).

ASTM D4791-19. (2019). Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate. West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

BS EN 933-3. (2017). Tests for Geometrical Properties of Aggregates Part 3: Determination of Particle Shape — Flakiness Index. London, United Kingdom: British Standards Institution (BSI).

ASTM, A. (2015). Standard test method for relative density (specific gravity) and absorption of coarse aggregate. ASTM West Conshohocken, PA.

Astm, C. (2015). Standard test method for relative density (specific gravity) and absorption of fine aggregate. ASTM Current Edition Approved Jan, 1.

ASTM, C. (2019). Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM International: West Conshohocken, PA, USA, 12959–19428.

ASTM E1621-13. (2013). Standard Guide for Elemental Analysis by Wavelength Dispersive X-Ray Fluorescence Spectrometry. West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

ASTM D546-17. (2017). Standard Test Method for Sieve Analysis of Mineral Filler for Asphalt Paving Mixtures. West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

Federal Ministry of Works and Housing. (2016). General Specification for Roads and Bridge. Lagos, Nigeria: Federal Highway Department (FMWH). Retrieved from http://www.works.gov.ng.pdf

Shuaibu, A. A., Otuoze, H. S., Iliyasu, I., & Maska, U. S. (2020). Effect Of Oil Palm Mesocarp Fibre Ash (Opmfa) On The Strength Properties Of Hot Mix Asphalt. ATBU Journal of Science, Technology and Education, 8(2), 336–350.

ASTM C136/C136M-19. (2019). Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. West Conshohocken, PA: American Society for Testing and Materials (ASTM) International.

Olubajo, O. O., Jibril, A., & Osha, O. A. (2020). Effect of Locust Bean Pod Ash and Eggshell Ash on the Mortar Compressive and Flexural Strengths of Cement Blends. Path of Science, 6(3), 4001–4016. https://doi.org/10.22178/pos.56-2

Osinubi, K. J., Oyelakin, M. A., & Eberemu, A. O. (2011). Improvement of black cotton soil with ordinary Portland cement-locust bean waste ash blend. Electronic Journal of Geotechnical Engineering, 16(1), 619–627.

Chen, Y., Xu, S., Tebaldi, G., & Romeo, E. (2022). Role of mineral filler in asphalt mixture. Road Materials and Pavement Design, 23(2), 247–286. https://doi.org/10.1080/14680629.2020.1826351

MURANA, A. A., Yakubu, M., & OLOWOSULU, A. T. (2020). Use of carbide waste as mineral filler in hot mix asphalt. ATBU Journal of Science, Technology and Education, 8(2), 108–120.

Mehari, Z. B. (2007). Effect of different types of filler materials on characteristics of Hot-Mix-Asphalt concrete. Addis Ababa University, Ethiopia.

Murana, A. A., Emekaobi, W. U., & Laraiyetan, E. T. (2019). Optimum Bone Ash Filler in Hot Mix Asphalt. Nigerian Journal of Engineering, 26(2), 35–44.

Kifile, D., Quezon, E. T., & Tesfaye, A. (2020). Effect of Partial Replacement of Crushed Stone Dust Filler with Waste Glass Powder in Hot Mix Asphalt Concrete Production. Journal of Xidian University, 14(9). https://doi.org/10.37896/jxu14.9/060

TRL. (2002). A guide to the design of hot mix asphalt in tropical and sub-tropical countries. Overseas Road Note 19.

Published
2024-04-18
How to Cite
Murana, A. A., Ibedu, K. E., Isah, A. A., & Ochepo, J. (2024). EVALUATION OF LOCUST BEAN POD ASH AS MINERAL FILLER IN HOT MIX ASPHALT. Journal of Civil Engineering, Science and Technology, 15(1), 40-49. https://doi.org/10.33736/jcest.6352.2024