Abdel-wahed, T., Younes, H., Othman, A., El-Assaal, A. (2020). EVALUATION OF RECYCLED ASPHALT MIXTURE TECHNICALLY AND ECONOMICALLY. JES. Journal of Engineering Sciences, 48(No 3), 360-370. doi: 10.21608/jesaun.2020.107603
Talaat Abdel-wahed; Hassan Younes; Ayman Othman; Amira El-Assaal. "EVALUATION OF RECYCLED ASPHALT MIXTURE TECHNICALLY AND ECONOMICALLY". JES. Journal of Engineering Sciences, 48, No 3, 2020, 360-370. doi: 10.21608/jesaun.2020.107603
Abdel-wahed, T., Younes, H., Othman, A., El-Assaal, A. (2020). 'EVALUATION OF RECYCLED ASPHALT MIXTURE TECHNICALLY AND ECONOMICALLY', JES. Journal of Engineering Sciences, 48(No 3), pp. 360-370. doi: 10.21608/jesaun.2020.107603
Abdel-wahed, T., Younes, H., Othman, A., El-Assaal, A. EVALUATION OF RECYCLED ASPHALT MIXTURE TECHNICALLY AND ECONOMICALLY. JES. Journal of Engineering Sciences, 2020; 48(No 3): 360-370. doi: 10.21608/jesaun.2020.107603
EVALUATION OF RECYCLED ASPHALT MIXTURE TECHNICALLY AND ECONOMICALLY
1Civil Engineering Dept. Faculty of Engineering, Sohag University, Sohag, Egypt
2Civil Engineering Dept. Faculty of Engineering, Assuit University, Assuit, Egypt.
3Civil Engineering Dept. Faculty of Engineering, Aswan University, Aswan, Egypt
4Civil Engineer
Abstract
Using of Reclaimed Asphalt Pavement (RAP) has been become indispensable in most of the world nations as for its many benefits as significant cost savings and provide environmental benefits. Many factors such as virgin materials, binder content, availability of RAP, viscosity of binder and extent of deterioration had important role in effecting on Optimum percentage of RAP. In this study, effect of using RAP on the asphalt mixture properties and the its optimum ratio was determined to achieve the objective of the study. The glass fiber (GS) was used as additives to improve the asphalt mixture. It has been observed from the previous researches that the optimum percentage of reclaimed asphalt use is not determiner and is disagreed from project to project. So, different percentages of RAP was (25%, 50%, 75%, 100%) by weight of aggregate were added as well as using the additive GS at optimum bitumen content. The study is revealed that untreated 100% RAP materials are not good as a bituminous mix. and was showed that mix prepared with 25% RAP gave nearly the same physical and strength parameters as virgin bituminous mix. From results of study, the use of RAP until (%50) as a maximum percentage in unmodified asphalt mixture course sustained good results. To achieve better performance, the percentage of 25% RAP was used with percentage of 0.26% GS. This mix achieved the specification requirements and ensured the degree of better performance for paving. The economical evaluation of using percentage of 25% RAP with percentage of 0.26% GS was also studied. The results indicated that, about 21% of the cost was saved. Keywords: Reclaimed Asphalt Pavement (RAP), Marshall Mix Design, Material Testing, Stability, Glass fiber, Optimum Bitumen Content, Cost effectiveness.
[1] Hussain, A. and Yanjun, Q. 2012."Laboratory evaluation of asphalt mixtures containing various percentages of reclaimed asphalt pavement", Asian Journal of Natural & Applied Sciences, Vol. 1, No. 2, June. [2] Arshad, A. K., Karim, Z. A., Shaffie, E., Hashim, W. and Rahman, Z. A. 2017."Marshall properties and rutting resistance of hot mix asphalt with variable reclaimed asphalt pavement (RAP) content", Materials Science and Engineering 271. [3] Abu Abdo, A. M. 2016, "Utilizing reclaimed asphalt Pavement (RAP) materials in new pavements - A Review", Int. J. of Thermal & Env. Eng. 12(1) 61 – 66. [4] Tambake, S. O., Kumar, D. N., and Manjunath, K. R. (2014)."Laboratory investigation on hot mix asphalt using reclaimed asphalt pavement for bituminous concrete mix", International Journal of Research in Engineering and Technology, Volume 03, Issue 06, Jun. [5] Pradyumna, T. A., Mittal, A., and Jain, P. K. (2013)."Characterization of Reclaimed Asphalt Pavement (RAP) for use in bituminous road construction", 2nd Conference of Transportation Research Group of India (2nd CTRG). [6] Singh, J. and Duggal, A. K. (2015)."An Experimental Study on Reclaimed Asphalt Pavement In Bituminous Concrete", International Journal of Modern Trends in Engineering and Research (IJMTER), Volume 02, Issue 08, August. [7] Huang, B., Shu, X., & Vukosavljevic, D. 2010, "Laboratory investigation of cracking resistance of hot-mix asphalt field mixtures containing screened reclaimed asphalt pavement". Journal of Materials in Civil Engineering, Vol 23, No.11, pp.1535-1543. [8] M. Elkashef, R.C. Williams, (2017)," Improving fatigue and low temperature performance of 100% RAP mixtures using a soybean-derived rejuvenator", Constr. Build. Mater. 151, PP. 345–352, j.conbuildmat.2017.06.099. [9] Bennert, T., Ericson, C., and Pezeshki, D. (2015). "Rejuvenating Agents with RAP in Hot Mix Asphalt (HMA)". Report, Rutgers University. [10] R.B. Ahmed, K. Hossain, (2019)" Waste cooking oil as an asphalt rejuvenator: A state-of-the-art review", Construction and Building Materials 230 (2020). [11] Monden, T. (2014). Quality of Asphalt Mixture in Japan. Presentation at Seminar on Pavement Technology Exchange between U.S.A. and Japan, 4 December 2014, Tokyo. [12] Tran, N., West, R., Taylor, A., Willis, R., (2015)" Evaluation of moderate and high RAP mixtures at laboratory and pavement scales", I. J OF PAVEMENT. ENG. [13] Pasetto, M., Baldo, N., (2017)" Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study", Hindawi Advances in Materials Science and Engineering. [14] Mahrez, A., Karim, M. & Katman, H. 2005. "Fatigue and Deformation Properties of Glass Fiber Reinforced Bituminous Mixes". Journal of the Eastern Asia Society for Transportation Studies, 6, 997 - 1007. [15] Hearle, J. W., & Morton, W. E. (2008). Physical properties of textile fibers. Cambridge: Wood head. [16] Shukla, M., Tiwari, D., & Sitaramanjaneyulu, K. (2014)."Performance Characteristics of Fiber Modified Asphalt Concrete Mixes". International Journal on Pavement Engineering & Asphalt Technology, 15(1), 38-50. [17] Park, P., El-Tawil., Park, S., & Naaman, A. E. 2015. "Cracking resistance of fiber reinforced asphalt concrete at −20°C. Construction and Building Materials", 81, 47-57. [18] Egyptian code for urban and cellular road works, 2008 “Recycling of Asphalt Paving Mixtures", Chapter.3, First Edition, pp.124. [19] Kuehl R, Korzilus J and Marti M 2016 Synopsis of Recycled Asphalt Pavement Material (StPaul: Minnesota Local Road Research Board).
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