journal article·2026-07Open access

Improving the mechanical properties and performance of asphalt mixtures using high density polyethylene and crumb rubber powder

Ahmed Ahmed Abd Algahny Ahmed, Ahmed Gamal Mahmoud Morsi, Mohamed Samir Eisa

Abstract

Asphalt cement is considered a necessary bonding material for asphalt mixture manufacturing; nowadays, in Egypt, there is a lack of the amount of asphalt cement due to the rapid progress in highways construction which is necessary for development. The main objective of this research is to use waxy asphalt as a compensatory material to address the shortage of asphalt in Egypt. After modifying its properties by adding polymer (HDPE) and crumb rubber powder (CRP) together because of waxy asphalt may have a harmful effect on road construction, and to obtain the best method of adding polymer and CRP to the asphalt mixture. The experimental program consists of six stages. In the first stage, a control mix M0 was designed without additives, followed by the second stage, in which six asphalt mixtures from M1 to M6 were designed, with varying ratios of HDPE and CRP, both applied through a wet process. The third stage also consists of six asphalt mixtures from M7 to M12, incorporating different ratios of HDPE in a wet process and CRP in a dry process. The fourth stage, included six asphalt mixes from M13 to M18, employing various ratios of CRP in a wet process and HDPE in a dry process. All mixes were designed using Marshall Test. From the prescribed three stages, the optimum asphalt mixtures were identified as M6, M8, and M17, respectively. In the fifth stage, the moisture sensitivity was measured as well as rutting characteristics for the control mix and the three optimum mixes. In the last stage, a Scanning Electron Microscope analysis was conducted. In conclusion, the results indicate that the waxy asphalt can be used by adding HDPE (Wet Process) and CRP (Dry Process) which significantly enhance the Marshall properties, as well as improving resistance to moisture damage and permanent deformation.
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Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Innovative concrete reinforcement materials · Polymer Nanocomposites and Properties

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (37)

Show source-provided references
1. Crumb tire rubber and polyethylene mutually stabilized in asphalt by screw extrusion10.1002/app.41189 ↗
2. Polymer modified asphalt binders10.1016/j.conbuildmat.2005.07.007 ↗
3. X. Lu, & P. Redelius, Effect of bitumen wax on asphalt mixture performance. Construction and building materials 21(11) (2007) 1961-1970.‏10.1016/j.conbuildmat.2006.05.048 ↗
4. Rheology of asphalts modified with glycidylmethacrylate functionalized polymers10.1016/j.jcis.2004.08.043 ↗
5. Asphalt modification with different polyethylene-based polymers10.1016/j.eurpolymj.2005.05.034 ↗
6. Evaluation of lab performance of stamp sand and acrylonitrile styrene acrylate waste composites without asphalt as road surface materials10.1016/j.conbuildmat.2022.127569 ↗
7. Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix10.1016/S0167-577X(03)00458-0 ↗
8. Destabilization mechanism of polyethylene-modified bitumen10.1002/app.23091 ↗
9. Laboratory evaluation of HMA with high density polyethylene as a modifier10.1016/j.conbuildmat.2010.12.037 ↗
10. Improvement of Marshall properties of the asphalt concrete mixtures using the polyethylene as additive10.30684/etj.25.3.9 ↗
11. Properties of bituminous binder modified with high density penetration test results
12. Rheological properties of polyethylene and polypropylene modified bitumen
13. Effect of high density polyethylene on the fatigue and rutting performance of hot mix asphalt–a laboratory study10.1080/14680629.2013.876443 ↗
14. Effect of density of the polyethylene polymer onthe asphalt mixtures
15. Effect of using polymers on bituminous mixtures characteristics in Egypt10.9790/1684-11475463 ↗
16. Laboratory performance and field demonstration of asphalt overlay with recycled rubber and tire fabric fiber10.1016/j.conbuildmat.2024.136941 ↗
17. Performance of rubber modified asphalt mixture with tire-derived aggregate subgrade10.1016/j.conbuildmat.2024.138261 ↗
18. Resurface of rubber modified asphalt mixture with stress absorbing membrane interlayer: from laboratory to field application10.1016/j.conbuildmat.2024.137452 ↗
19. Current status and development of terminal blend tyre rubber modified asphalt10.1016/j.conbuildmat.2016.10.080 ↗
20. Effect of crumb rubber degradation on components distribution and rheological properties of Terminal Blend rubberized asphalt binder10.1016/j.conbuildmat.2017.03.229 ↗
21. Rheology investigation of crumb rubber modified asphalt binders10.1007/s12205-010-1020-9 ↗
22. Laboratory investigation of utilizing high percentage of RAP in rubberized asphalt mixture10.1617/s11527-009-9483-1 ↗
23. Novel method to prepare activated crumb rubber used for synthesis of activated crumb rubber modified asphalt10.1061/(ASCE)MT.1943-5533.0001115 ↗
24. Mechanical performance of dry process fine crumb rubber asphalt mixtures placed on the Portuguese road network10.1016/j.conbuildmat.2014.09.110 ↗
25. Mechanical performance of dry process fine crumb rubber asphalt mixtures placed on the Portuguese road network10.1016/j.conbuildmat.2014.09.110 ↗
26. Research on the influence factors of asphalt rubber mixture fatigue performance
27. Effects of high-density polyethylene and crumb rubber powder as modifiers on properties of hot mix asphalt10.1016/j.conbuildmat.2017.03.062 ↗
28. Analysis of digestion time and the crumb rubber percentage in dry-process crumb rubber modified hot bituminous mixes10.1016/j.conbuildmat.2010.11.029 ↗
29. Microscopic analysis of the interaction between crumb rubber and bitumen in asphalt mixtures using the dry process10.1016/j.conbuildmat.2013.07.041 ↗
30. AASHTO T 283-14, “Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage,” Am. Assoc. State Highw. Transp. Off. Washington, DC, vol. 14 (2014).
31. Preparation and characterization of an asphalt-modifying agent with waste packaging polyethylene and organic montmorillonite10.1016/j.polymertesting.2013.04.006 ↗
32. M. Mubaraki, “The Effect of Modified Asphalt Binders by Fourier Transform Infrared Spectroscopy, X-Ray Diffraction, and Scanning Electron Microscopy,” 6 (1) (2019) 5–14.
33. Effects of high-density polyethylene and crumb rubber powder as modifiers on properties of hot mix asphalt10.1016/j.conbuildmat.2017.03.062 ↗
34. Investigating the moisture susceptibility of asphalt mixtures modified with high-density polyethylene
35. Interaction between crumb rubber modifier (CRM) and asphalt binder in dry process10.1016/j.conbuildmat.2017.04.191 ↗
36. A review on the effect of crumb rubber addition to the rheology of crumb rubber modified bitumen
37. Investigating the potential of high-density polyethylene and nano clay asphalt-modified binders to enhance the rutting resistance of asphalt mixture10.3390/su151813992 ↗