Enhancing the Contribution of Recycled Asphalt Shingles to Asphalt Binders Using Rejuvenators
by Eslam Deef-Allah * , Magdy Abdelrahman
Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65409, USA
* Author to whom correspondence should be addressed.
Journal of Engineering Research and Sciences, Volume 1, Issue 11, Page # 16-33, 2022; DOI: 10.55708/js0111003
Keywords: Recycled Asphalt Shingles, Rejuvenators, Pyrolysis Oil, Milling
Received: 07 October 2022, Revised: 10 November 2022, Accepted: 11 November 2022, Published Online: 30 November 2022
APA Style
Deef-Allah, E., & Abdelrahman, M. (2022). Enhancing the Contribution of Recycled Asphalt Shingles to Asphalt Binders Using Rejuvenators. Journal of Engineering Research and Sciences, 1(11), 16–33. https://doi.org/10.55708/js0111003
Chicago/Turabian Style
Deef-Allah, Eslam, and Magdy Abdelrahman. “Enhancing the Contribution of Recycled Asphalt Shingles to Asphalt Binders Using Rejuvenators.” Journal of Engineering Research and Sciences 1, no. 11 (November 1, 2022): 16–33. https://doi.org/10.55708/js0111003.
IEEE Style
E. Deef-Allah and M. Abdelrahman, “Enhancing the Contribution of Recycled Asphalt Shingles to Asphalt Binders Using Rejuvenators,” Journal of Engineering Research and Sciences, vol. 1, no. 11, pp. 16–33, Nov. 2022, doi: 10.55708/js0111003.
Recycled asphalt shingles (RAS) have been a valuable recycled component in asphalt mixes for decades. However, research into how the aged and oxidized air-blown RAS binder interacts with the neat asphalt binders in asphalt mixtures is underway. Furthermore, due to the stiffness of RAS binders, RAS-containing asphalt mixtures are prone to significant cracking, particularly at low temperatures. As a result, an innovative technique was developed and used in this study to increase the contribution of RAS particles in the asphalt binder. This technique was primarily dependent on interacting RAS particles with rejuvenators before mixing them with the asphalt binder. Moreover, this technique allowed the oxidized and aged binders in the RAS to absorb aromatics to compensate for the lost low-molecular-weight fractions during the air-blowing process and alter their aged behavior. Five rejuvenators were utilized, including four pyrolysis oils (B2A, P4, P8, and P4D) and one recycling agent (Evoflex). One source of post-consumer RAS was collected, milled, and sieved into two sizes. The rejuvenator was chosen to weigh 45% of the RAS, except for the P4D, which contained a double amount of P4 oil and weighed 90% of the RAS. RAS or the RAS that interacted with oils, was mixed with one source of asphalt binder with a performance grade of 76−16. The RAS with rejuvenator samples weighing 7.5% and 15% of the asphalt binder interacted with the neat binder. The addition of P4D or Evoflex to RAS reduced the stiffness and elasticity of the modified asphalt binders due to the RAS particles’ absorption of aromatics in oils. This trend improved the modified binders’ fatigue and thermal cracking resistance. Milled RAS particles of a smaller size (50-100) reacted with oils more than RAS particles of a bigger size (30-50), which caused stiffer properties for the binders modified with the smaller RAS particle size.
- J. Davis, Using Recycled Asphalt Shingles in Asphalt Pavements. Asphalt: The magazine of the asphalt institute. http://asphaltmagazine.com/using-recycled-asphalt-shingles-in-asphalt-pavements/. Accessed July. 11, 2022.
- J.R. Willis, P. Turner, Characterization of Asphalt Binder Extracted from Reclaimed Asphalt Shingles, Publication NCAT Report 16-01, National Center for Asphalt Technology, Auburn, AL, USA, 2016.
- B. Rubino, An Investigative Look at the Effects of Post Consumer Recycled Asphalt Shingles on Soils and Flexible Pavements, M.Sc. Thesis, Iowa State University, Ames, IA, USA, 2010.
- W.G. Buttlar, M. Abdelrahman, H. Majidifard, E. Deef-Allah, Understanding and Improving Heterogeneous, Modern Recycled Asphalt Mixes, cmr 21-007, University of Missouri, Columbia, MO, USA, 2021.
- E. Deef-Allah, M. Abdelrahman, M. Ragab, “Components’ Exchanges between Recycled Materials and Asphalt Binders in Asphalt Mixes,” Advances. In Civil Engineering Materials, vol. 11, no. 1, pp. 20210105, 2022, doi:10.1520/ACEM20210105.
- E. Deef-Allah, M. Abdelrahman, “Evaluating the Low-Temperature Properties of Asphalt Binders Extracted from Mixtures Containing Recycled Materials,” Periodica Polytechnica Civil Engineering, vol. 66, no. 2, pp. 593–602, 2022, doi:10.3311/PPci.19681.
- G.W. Maupin, Investigation of the Use of Tear-Off Shingles in Asphalt Concrete, FHWA/VTRC 10-R23, Virginia Transportation Research Council, Charlottesville, VA, USA, 2010.
- E. Johnson, G. Johnson, S. Dai, D. Linell, J. McGraw, M. Watson, Incorporation of Recycled Asphalt Shingles in Hot-Mixed Asphalt Pavement Mixtures, MN/RC 2010-08, Minnesota Department of Transportation., Maplewood, MN, USA, Tech. 2010.
- R.C. Williams, A. Cascione, D.S. Haugen, W.G. Buttlar, R.A. Bentsen, J. Behnke, Characterization of Hot Mix Asphalt Containing Post-Consumer Recycled Asphalt Shingles and Fractionated Reclaimed Asphalt Pavement, Iowa State Univ., Ames, IA, 2011.
- A. Alvergue, M. Elseifi, L.N. Mohammad, S.B. Cooper, S. Cooper, “Laboratory Evaluation of Asphalt Mixtures with Reclaimed Asphalt Shingle Prepared Using the Wet Process,” Road Materials and Pavement Design, vol. 15, no. sup1, pp. 62–77, 2014, doi:10.1080/14680629.2014.927410.
- F. Zhou, H. Li, S. Hu, J. W. Button, J.A. Epps, Characterization and Best Use of Recycled Asphalt Shingles in Hot-Mix Asphalt, FHWA/TX-13/0-6614-2, Texas A&M Transportation Institute, College Station, TX, USA, 2013.
- R. West, N. Tran, A. Kvasnak, B. Powell, P. Turner, “Construction and Field Performance of Hot Mix Asphalt with Moderate and High RAP Contents,” in Bearing Capacity Roads, Railways Airfields. 8th Int. Conf. (BCR2A’09), Champaign, IL, USA, pp. 1373–1381, 2009, doi:10.1201/9780203865286.ch143.
- M.Z. Alavi, D. Jones, Y. He, P. Chavez, Y. Liang, Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Phase 1 Laboratory Testing, UCPRC-RR-2016-06, University of California Pavement Research Center, Davis, CA, USA, 2016.
- E. Deef-Allah, M. Abdelrahman, “Characterization of Asphalt Binders Extracted from Field Mixtures Containing RAP and/or RAS,” World Journal of Advanced Research and Reviews, vol. 13, no. 1, pp. 140–152, 2022, doi:10.30574/wjarr.2022.13.1.0729.
- E. Deef-Allah, M. Abdelrahman, “Interactions between RAP and Virgin Asphalt Binders in Field, Plant, and Lab Mixes,” World Journal of Advanced Research and Reviews, vol. 13, no. 1, pp. 231–249, 2022, doi:10.30574/wjarr.2022.13.1.0744.
- E. Deef-Allah, M. Abdelrahman, “Optimizing Percentages of Asphalt Content Extracted from Mixes Containing RAP and/or RAS,” Journal of Engineering Research and Reports, vol. 21, no. 11, pp. 11–29, 2021, doi:10.9734/jerr/2021/v21i1117500.
- M. Mohammadafzali, H. Ali, J.A. Musselman, G.A. Sholar, A. Massahi, “The Effect of Aging on the Cracking Resistance of Recycled Asphalt,” Advances in Civil Engineering, vol. 2017, pp. 1–7, 2017, doi:10.1155/2017/7240462.
- R. Rahbar-Rastegar, “Cracking in Asphalt Pavements: Impact of Component Properties and Aging on Fatigue and Thermal Cracking,” Ph.D. Dissertation, University of New Hampshire, NH, USA, 2017.
- M.A. Elseifi, A. Alvergue, L.N. Mohammad, S. Salari, J.P. Aguiar-Moya, S.B. Cooper, “Rutting and Fatigue Behaviors of Shingle-Modified Asphalt Binders,” Journal of Materials in Civil Engineering, vol. 28, no. 2, pp. 04015113, 2016, doi:10.1061/(ASCE)MT.1943-5533.0001400.
- A.R. Abbas, U.A. Mannan, S. Dessouky, “Effect of Recycled Asphalt Shingles on Physical and Chemical Properties of Virgin Asphalt Binders,” Construction and Building Materials, vol. 45, pp. 162–172, 2013, doi:10.1016/j.conbuildmat.2013.03.073.
- E. Deef-Allah, M. Abdelrahman, “Investigating the Relationship between the Fatigue Cracking Resistance and Thermal Characteristics of Asphalt Binders Extracted from Field Mixes Containing Recycled Materials,” Transportation Engineering, vol. 4, pp. 100055, 2021, doi:10.1016/j.treng.2021.100055.
- E. Deef-Allah, M. Abdelrahman, “Thermal, Chemical and Rheological Properties of Asphalt Binders Extracted from Field Cores,” Innovative Infrastructure Solutions, vol. 7, no. 235, 2022, doi:10.1007/s41062-022-00836-6.
- H.U. Bahia, D. Swiertz, Design System for HMA Containing a High Percentage of RAS Material. University of Wisconsin-Madison Madison, WI, USA, 2011.
- E. Deef-Allah, M. Abdelrahman, M. Fitch, M. Ragab, M. Bose, X. He, “Balancing the Performance and Environmental Concerns of Used Motor Oil as Rejuvenator in Asphalt Mixes,” Recycling, vol. 4, no. 1, 2019, doi:10.3390/recycling4010011.
- E. Deef-Allah, M. Abdelrahman, “Effect of Used Motor Oil as a Rejuvenator on Crumb Rubber Modifier’s Released Components to Asphalt Binder,” Progress in Rubber, Plastics and Recycling Technology, vol. 37, no. 2, pp. 87–114, 2021, doi:10.1177/1477760620918600.
- E. Deef-Allah, M. Abdelrahman, “Balancing the Performance of Asphalt Binder Modified by Tire Rubber and Used Motor Oil,” International Journal of Recent Technology and Engineering, vol. 8, no. 4, pp. 5501–5508, 2019, doi:10.35940/ijrte.D8893.118419.
- G. Guduru, C. Kumara, B. Gottumukkala, K.K. Kuna, “Effectiveness of Different Categories of Rejuvenators in Recycled Asphalt Mixtures,” Journal of Transportation Engineering, Part B: Pavements, vol. 147, no. 2, pp. 04021006, 2021, doi:10.1061/JPEODX.0000255.
- G. Zhang, F. Chen, Y. Zhang, L. Zhao, J. Chen, L. Cao, J. Gao, C. Xu, “Properties and Utilization of Waste Tire Pyrolysis Oil: A Mini Review,” Fuel Processing Technology, vol. 211, pp. 106582, 2021, doi:10.1016/j.fuproc.2020.106582.
- D. Czajczyńska, R. Krzyżyńska, H. Jouhara, N. Spencer, “Use of Pyrolytic Gas from Waste Tire as a Fuel: A Review,” Energy, vol. 134, pp. 1121–1131, 2017, doi:10.1016/j.energy.2017.05.042.
- A. Kumar, R. Choudhary, A. Kumar, “Evaluation of Waste Tire Pyrolytic Oil as a Rejuvenation Agent for Unmodified, Polymer-Modified, and Rubber-Modified Aged Asphalt Binders,” Journal of Materials in Civil Engineering, vol. 34, no. 10, 2022, doi:10.1061/(ASCE)MT.1943-5533.0004400.
- P.T. Williams, “Pyrolysis of Waste Tyres: A Review,” Waste Management, vol. 33, no. 8, pp. 1714–1728, 2013, doi:10.1016/j.wasman.2013.05.003.
- ASTM D2872-19, “Standard Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test),” West Conshohocken, PA: ASTM International, 2019, doi:10.1520/D2872-19.
- ASTM D6521-19a, “Standard Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV),” West Conshohocken, PA: ASTM International, 2022, doi: 10.1520/D6521-19A.
- ASTM D7175-15, “Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer,” West Conshohocken, PA: ASTM International, 2015, doi:10.1520/D7175-15.
- ASTM D7405-20, “Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer,” West Conshohocken, PA: ASTM International, 2020, doi:10.1520/D7405-20.
- ASTM D6648-08, “Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR),” West Conshohocken, PA: ASTM International, 2016, doi: 10.1520/D6648-08.
- ASTM D2042-22, “Standard Test Method for Solubility of Asphalt Materials in Trichloroethylene or Toluene,” West Conshohocken, PA: ASTM International, 2022, doi:10.1520/D2042-22.