A Comparative Study of Utilizing Two Kinds of Reclaimed Asphalt Pavement Materials in Hot Mix Asphalt | ||||
| The Egyptian International Journal of Engineering Sciences and Technology | ||||
| Volume 50, Issue 1, June 2025, Page 1-10 PDF (982.2 K) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/eijest.2024.292051.1277 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Mahmoud Fathy Khamis  1; Ahmed Mohamady Abdallah2; Mohamed Hosiny Hassan3; Ashraf Elshahat Mohamed2
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| 1Department of construction engineering and utility - faculty of engineering - zagazig university | ||||
| 2Department of Construction Engineering and Utilities, Faculty of Engineering, Zagazig University, Zagazig, Egypt | ||||
| 3Civil Engineer, in General Authority for Roads , Bridges and Land Transportation (GRBLT), Egypt | ||||
| Abstract | ||||
| Currently, in the last decade, a great number of new highways were constructed in Egypt to encourage and facilitate the investment projects. So, a lack of the abundance of quality and quantity of good virgin aggregate is becoming a great problem facing highway construction firms. So, new alternative materials should be discovered to overcome this great problem. The purpose of this study is to make a comparison between utilizing two kinds of reclaimed asphalt pavement materials in hot mix asphalt. To implement this objective, a comprehensive experimental plan was designed. Qualification tests were performed on the study materials. Two kinds of study materials were used in this study; calcareous reclaimed asphalt pavement (RAP) and dolomite reclaimed asphalt pavement. Different percentages of virgin aggregates were used with complementary percentages of RAP in each asphalt mix. Marshal tests were performed to determine Marshal properties and optimum asphalt content in each asphalt mix. Indirect tensile strength test and loss of stability test were conducted on each prepared asphalt mix. After the analysis of study results, it is found that increasing the percentage of reclaimed asphalt pavement will decrease the characteristics of asphalt mixture, at a specific percentage of asphalt content. Also, the ideal percentage of RAP to be utilized in flexible pavement is 25% of calcareous RAP and 30% of dolomite RAP. | ||||
| Keywords | ||||
| Asphalt mix; RAP; Loss of stability; Indirect tensile strength; Recycling | ||||
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