Authors :
Musa Zakariyawu; Assia Aboubakar Mahamat; Ahmad Rufai Suleiman; Adetimehin Ademola Edward; Akintayo Ibitayo Taiwo
Volume/Issue :
Volume 10 - 2025, Issue 12 - December
Google Scholar :
https://tinyurl.com/2h6d92hn
Scribd :
https://tinyurl.com/4xk9n2te
DOI :
https://doi.org/10.38124/ijisrt/25dec325
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
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Abstract :
Road infrastructure, including parking lots, runways at airports, and pavement, is frequently built using asphalt.
Researching for substitute asphalt materials or enhancing the pavement's functionality has been going on. One of the main
goals of contemporary society is to replace the ever-increasing amounts of products derived from petroleum, a non-
renewable resource that is gradually running out, in order to promote both economic and environmental benefits. In this
regard, the research aimed at better understand the effects of gum Arabic on the asphalt mix's properties and to improve
asphalt performance in order to satisfy society's need for safe, reasonably priced building materials. After determining the
optimum bitumen content using Marshall mix design, 20 samples were created to further test the modified mixture's
characteristics (5 samples were used as a control, and the remaining 15 samples investigated the effects of changing the
asphalt mixtures). The optimum amount of bitumen was found to be 6%. Six distinct percentages of gum Arabic with the
optimum bitumen content were selected to modify the asphalt which include 10, 15, 25, 35, 45, and 55%. The Marshall
properties of the bitumen-modified asphalt mix for the flexible pavement's wearing course were evaluated in the laboratory.
The Marshall Stability, flow, and Voids in Mix (VIM) were measured as the gum Arabic percentage were increased. The
experimental results showed that the optimal gum Arabic content of the asphalt mix was 45% by weight, which is the ideal
amount of gum Arabic to add as a modifier. The asphalt mix modified with 45% gum Arabic by optimum bitumen content
weight has a higher stability value (9.6kN) with respect to the standard asphalt mix (4.98kN). The asphalt mostly complied
with the specifications, having bitumen-filled voids of less than 80%, flow within 2 to 4 mm, and stability exceeding 3.5 KN.
Keywords :
Gum Arabic, Modified Asphalt, Plasticity Index, Sustainable Modifier, Mechanical.
References :
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Road infrastructure, including parking lots, runways at airports, and pavement, is frequently built using asphalt.
Researching for substitute asphalt materials or enhancing the pavement's functionality has been going on. One of the main
goals of contemporary society is to replace the ever-increasing amounts of products derived from petroleum, a non-
renewable resource that is gradually running out, in order to promote both economic and environmental benefits. In this
regard, the research aimed at better understand the effects of gum Arabic on the asphalt mix's properties and to improve
asphalt performance in order to satisfy society's need for safe, reasonably priced building materials. After determining the
optimum bitumen content using Marshall mix design, 20 samples were created to further test the modified mixture's
characteristics (5 samples were used as a control, and the remaining 15 samples investigated the effects of changing the
asphalt mixtures). The optimum amount of bitumen was found to be 6%. Six distinct percentages of gum Arabic with the
optimum bitumen content were selected to modify the asphalt which include 10, 15, 25, 35, 45, and 55%. The Marshall
properties of the bitumen-modified asphalt mix for the flexible pavement's wearing course were evaluated in the laboratory.
The Marshall Stability, flow, and Voids in Mix (VIM) were measured as the gum Arabic percentage were increased. The
experimental results showed that the optimal gum Arabic content of the asphalt mix was 45% by weight, which is the ideal
amount of gum Arabic to add as a modifier. The asphalt mix modified with 45% gum Arabic by optimum bitumen content
weight has a higher stability value (9.6kN) with respect to the standard asphalt mix (4.98kN). The asphalt mostly complied
with the specifications, having bitumen-filled voids of less than 80%, flow within 2 to 4 mm, and stability exceeding 3.5 KN.
Keywords :
Gum Arabic, Modified Asphalt, Plasticity Index, Sustainable Modifier, Mechanical.