Comparison of Full Crushed Aggregate (Harsh Mix of Sandstone) and Partially Crushed Aggregate on some Properties of HMA

Authors

  • ismael Azeez mohammed Department of Highway and bridges, Duhok Polytechnic University, Duhok, Kurdistan regional government-Iraq https://orcid.org/0000-0003-3115-8233
  • Faris Mohammed Jasim Department of Highway and bridges, Erbil Polytechnic University, Erbil, Kurdistan regional government-Iraq

DOI:

https://doi.org/10.25156/ptj.v12n1y2022.pp135-140

Keywords:

Crushed Aggregate, Aggregate Angularity, Volumetric Properties, Harsh mixture HMA

Abstract

Aggregate angularity has an important effect on the performance of HMA. More angular aggregates particles can increase the stone-on-stone interlocking and consequently reduce the permanent deformation. The performance of dense graded asphalt mixture is significantly influenced by the angularity, shape, and surface texture of aggregates. This study determines the effect of using Harsh aggregate (full crushed) and normal aggregate in asphalt mixture, and evaluates the volumetric properties of both mixtures. Marshall Test was carried out in order to assess the resistance of stability of mixtures. It was found that a mixture with harsh aggregate needs (0.2 %) more asphalt compared to normal aggregate. Harsh aggregate induced higher stability and stiffness (12%) and (35%) respectively, compared to normal aggregate. VFA and VMA of full crushed aggregate are more than (13%) compared to VMA% of the normal mix. Therefore, it can be concluded that full crushed aggregate with a more angular shape, provides better stability and stiffness, and increases rutting resistance.

Downloads

Download data is not yet available.

References

Buchanan, M. S. (2000) ‘Evaluation of the effect of flat and elongated particles on the performance of hot mix asphalt mixtures’, National Center for Asphalt Technology, NCAT Report (May). Available at: https://schwartz.eng.auburn.edu/research/centers/ncat/files/reports/2000/rep00-03.pdf.

Button, J. W., Perdomo, D. and Lytton, R. L. (1990) ‘Influence of aggregate on rutting in asphalt concrete pavements’, Transportation Research Record, No. (1259), pp. 141–152.

Golalipour, A. Jamshidi, E., Niazi, Y., Asharika, Z. and Khadem, M. (2012) ‘Effect of Aggregate

Gradation on Rutting of Asphalt Pavements’, Procedia - Social and Behavioral Sciences, 53, pp. 440–449. doi: 10.1016/j.sbspro.2012.09.895.

Huang, B., Chen, X., Shu, X., Masad, E. and Mahmoud, E. (2009) ‘Effects of coarse aggregate angularity and asphalt binder on laboratory-measured permanent deformation properties of HMA’, International Journal of Pavement Engineering, 10(1), pp. 19–28. doi: 10.1080/10298430802068915.

Kim, Y. and Souza, L. T. (2009) Effects of Aggregate Angularity on Mix Design Characteristics and Pavement Performance, Mpm-10. Available at: https://rosap.ntl.bts.gov/view/dot/25454.

Lu, X y Isacsson, U. (2001) ‘Modification of Road Bitumens with Thermoplastic Polymer’, 20, pp. 77–86.

Mallick, R. B. Mogawer, W.S., Poulikakos, L.D., Partl, M.N., Cooley, LA., Brumfield, JW. nd Hicks, G. (2009) Construction and Maintenance Practices for Permeable Friction Courses, Construction and Maintenance Practices for Permeable Friction Courses. doi: 10.17226/14310.

Marks, V. J., Monroe, R. W. and Adam, J. F. (1990) ‘Effects of crushed particles in asphalt mixtures’, Transportation Research Record, (1259), pp. 91–106.

Polaczyk, P., Shu, X., Gong, H, and Huang, B. (2019) ‘Influence of aggregates angularity on the locking point of asphalt mixtures’, Road Materials and Pavement Design, 20(sup1), pp. S183–S195. doi: 10.1080/14680629.2019.1588151.

Ramli, I. Abdul Hassan, N. Yaacob, H. and Ismail, C. (2013) ‘Fine aggregate angularity effects on rutting resistance of asphalt mixture’, Jurnal Teknologi (Sciences and Engineering), 65(3), pp. 105–109. doi: 10.11113/jt. v65.2154.

S.Werkmeister (2006) ‘Effect of coarse aggregate angularity on rutting performance’, (Gsp 154), pp. 126–133.

Sengoz, B., Onsori, A. and Topal, A. (2014) ‘Effect of aggregate shape on the surface properties of flexible pavement’, KSCE Journal of Civil Engineering, 18(5), pp. 1364–1371. doi: 10.1007/s12205-014-0516-0.

Stakston, A. D., Bahia, H. U. and Bushek, J. J. (2002) ‘Effect of fine aggregate angularity on compaction and shearing resistance of asphalt mixtures’, Transportation Research Record, (1789), pp. 14–24. doi: 10.3141/1789-02.

Downloads

Published

2023-04-16

How to Cite

mohammed, ismael A., & Jasim, F. M. (2023). Comparison of Full Crushed Aggregate (Harsh Mix of Sandstone) and Partially Crushed Aggregate on some Properties of HMA. Polytechnic Journal, 12(1), 135-140. https://doi.org/10.25156/ptj.v12n1y2022.pp135-140

Issue

Vol. 12 No. 1 (2022): Vol.12 No.1 (2022)

Section

Research Articles

License

Copyright (c) 2022 ismael Azeez mohammed, Faris Mohammed Jasim

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Authors who publish with this journal agree to the following terms:
1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License [CC BY-NC-ND 4.0] that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).