Abstract

This study examined the effect of five chemically different recycling agents on the long-term performance and moisture sensitivity of modified aged asphalt binder. A control base binder was made from 35% virgin binder and 65% binder exposed to extended laboratory aging. Samples of this control base binder were modified by a recycling agent in one of five categories: paraffinic oil, aromatic extracts, naphthenic oil, triglycerides/fatty acids, and tall oil. Then these modified binders and the control base binder were evaluated under each of four different conditions: no aging, standard aging, extended aging, and severe aging. The resistance to cracking at low and mid-range temperatures was determined using a bending beam rheometer and a dynamic shear rheometer. In addition, the Wilhelmy plate test was performed on the unaged binders to estimate the binders’ resistance to moisture damage. The results indicated that the samples modified with recycling agents that contain carbonyl, hydroxyl, and sulfonyl groups did not comply with the low-temperature cracking criterion (m-value) after the extended aging process. Samples modified with recycling agents containing paraffinic and naphthenic oils, which have a high saturate content, showed the weakest long-term performance, while the performance of the aromatic extract recycling agent was superior, even after the extended aging process. The Wilhelmy plate test showed that recycling agents based on triglycerides/fatty acids or tall oil decreased both the cohesive and adhesive strengths of the samples more than other recycling agents, which might be related to the presence of a hydroxyl group in their structures.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all of the data used during the study are available from the corresponding author by request.

Acknowledgments

This research study was funded by the Nebraska DOT and performed under Award No. SPR-P1(20) M116.

References

ASTM. 2012. Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test). West Conshohocken, PA: ASTM.
ASTM. 2013. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR). West Conshohocken, PA: ASTM.
Bhasin, A., and D. N. Little. 2007. “Characterization of aggregate surface energy using the universal sorption device.” J. Mater. Civ. Eng. 19 (8): 634–641. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:8(634).
Bhasin, A., D. N. Little, K. L. Vasconcelos, and E. Masad. 2007. “Surface free energy to identify moisture sensitivity of materials for asphalt mixes.” Transp. Res. Rec. 2001 (1): 37–45. https://doi.org/10.3141/2001-05.
Bowers, B. F., B. Huang, and X. Shu. 2014. “Refining laboratory procedure for artificial RAP: A comparative study.” Constr. Build. Mater. 52 (Feb): 385–390. https://doi.org/10.1016/j.conbuildmat.2013.11.003.
Cooper, S. B., Jr., L. N. Mohammad, and M. A. Elseifi. 2017. “Laboratory performance of asphalt mixtures containing recycled asphalt shingles and re-refined engine oil bottoms.” J. Mater. Civ. Eng. 29 (9): 04017106. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001904.
Ghabchi, R., D. Singh, and M. Zaman. 2014. “Evaluation of moisture susceptibility of asphalt mixes containing RAP and different types of aggregates and asphalt binders using the surface free energy method.” Constr. Build. Mater. 73 (Dec): 479–489. https://doi.org/10.1016/j.conbuildmat.2014.09.042.
Glover, C. J., R. R. Davison, C. H. Domke, Y. Ruan, P. Juristyarini, D. B. Knorr, and S. H. Jung. 2005. Development of a new method for assessing asphalt binder durability with field validation. Austin, TX: Texas DOT.
Haghshenas, H., Y. R. Kim, S. R. Kommidi, D. Nguyen, D. F. Haghshenas, and M. D. Morton. 2018a. “Evaluation of long-term effects of rejuvenation on reclaimed binder properties based on chemical-rheological tests and analyses.” Mater. Struct. 51 (5): 134. https://doi.org/10.1617/s11527-018-1262-4.
Haghshenas, H., Y. R. Kim, M. D. Morton, T. Smith, M. Khedmati, and D. Haghshenas. 2018b. “Effect of softening additives on the moisture susceptibility of recycled bituminous materials using chemical-mechanical-imaging methods.” J. Mater. Civ. Eng. 30 (9): 04018207. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002405.
Haghshenas, H., H. Nabizadeh, Y.-R. Kim, and K. Santosh. 2016a. Research on high-RAP asphalt mixtures with rejuvenators and WMA additives. Reston, VA: ASCE.
Haghshenas, H., H. Nabizadeh, and Y.-R. Kim. 2016b. “The effect of rejuvenators on RAP mixtures: A study based on multiple scale laboratory test results.” In Geo-Chicago 2016, 697–707. Reston, VA: ASCE.
Haghshenas, H. F., E. Fini, R. Rea, and A. Khodaii. 2021. “Increasing the efficacy of recycling agents with simultaneous addition of zinc diethyldithiocarbamate as an antioxidant.” Constr. Build. Mater. 271 (October): 121892. https://doi.org/10.1016/j.conbuildmat.2020.121892.
Haghshenas, H. F., R. Rea, and D. F. Haghshenas. 2019. “Aging resistance of asphalt binders through the use of zinc diethyldithiocarbamate.” Pet. Sci. Technol. 37 (22): 2275–2282. https://doi.org/10.1080/10916466.2019.1633348.
Haghshenas, H. F., R. Rea, G. Reinke, and D. F. Haghshenas. 2020. “Chemical characterization of recycling agents.” J. Mater. Civ. Eng. 32 (5): 06020005. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003167.
Haghshenas, H. F. N., G. Nsengiyumva, Y. R. Kim, K. Santosh, and S. Amelian. 2019. Research on high-RAP asphalt mixtures with rejuvenators—Phase II.
Hesp, S. A., and H. F. Shurvell. 2010. “X-ray fluorescence detection of waste engine oil residue in asphalt and its effect on cracking in service.” Int. J. Pavement Eng. 11 (6): 541–553. https://doi.org/10.1080/10298436.2010.488729.
Ji, J., H. Yao, Z. Suo, Z. You, H. Li, S. Xu, and L. Sun. 2016. “Effectiveness of vegetable oils as rejuvenators for aged asphalt binders.” J. Mater. Civ. Eng. 29 (3): D4016003. https://doi.org/10.1061/%28ASCE%29MT.1943-5533.0001769.
Johnson, K.-A. N., and S. A. Hesp. 2014. “Effect of waste engine oil residue on quality and durability of SHRP materials reference library binders.” Transp. Res. Rec. 2444 (1): 102–109. https://doi.org/10.3141/2444-12.
Kakar, M. R., M. O. Hamzah, M. N. Akhtar, and J. M. Saleh. 2019. “Evaluating the surface free energy and moisture sensitivity of warm mix asphalt binders using dynamic contact angle.” Adv. Civ. Eng. 2019 (Mar): 1–15.
Kaseer, F., A. E. Martin, and E. Arámbula-Mercado. 2019. “Use of recycling agents in asphalt mixtures with high recycled materials contents in the United States: A literature review.” Constr. Build. Mater. 211 (June): 974–987. https://doi.org/10.1016/j.conbuildmat.2019.03.286.
Kim, Y.-R., and J. S. Lutif. 2006. Material selection and design consideration for moisture damage of asphalt pavement. Lincoln, NE: Univ. of Nebraska-Lincoln.
Lytton, R. L., E. A. Masad, C. Zollinger, R. Bulut, and D. N. Little. 2005. Measurements of surface energy and its relationship to moisture damage. College Station, TX: Texas Transportation Institute.
Marasteanu, M. O., and A. Basu. 2004. “Stiffness m-value and the low temperature relaxation properties of asphalt binders.” Road Mater. Pavement Des. 5 (1): 121–131. https://doi.org/10.1080/14680629.2004.9689966.
Mogawer, W. S., A. Austerman, R. Roque, S. Underwood, L. Mohammad, and J. Zou. 2015. “Ageing and rejuvenators: Evaluating their impact on high RAP mixtures fatigue cracking characteristics using advanced mechanistic models and testing methods.” Road Mater. Pavement Des. 16 (2): 1–28. https://doi.org/10.1080/14680629.2015.1076996.
Mogawer, W. S., A. Booshehrian, S. Vahidi, and A. J. Austerman. 2013. “Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, and RAP/RAS mixtures.” Road Mater. Pavement Des. 14 (2): 193–213. https://doi.org/10.1080/14680629.2013.812836.
Nazzal, M. D., W. Mogawer, A. Austerman, L. A. Qtaish, and S. Kaya. 2015. “Multi-scale evaluation of the effect of rejuvenators on the performance of high RAP content mixtures.” Constr. Build. Mater. 101 (Dec): 50–56. https://doi.org/10.1016/j.conbuildmat.2015.10.029.
NCAT (National Center for Asphalt Technology). 2014. Researchers explore multiple uses of rejuvenators. Auburn, AL: NCAT.
Nsengiyumva, G., H. F. Haghshenas, Y.-R. Kim, and S. R. Kommidi. 2020. “Mechanical-chemical characterization of the effects of type, dosage, and treatment methods of rejuvenators in aged bituminous materials.” Transp. Res. Rec. 2674 (3): 126–138. https://doi.org/10.1177/0361198120909110.
Oldham, D., A. Hung, M. M. Parast, and E. H. Fini. 2018. “Investigating bitumen rejuvenation mechanisms using a coupled rheometry-morphology characterization approach.” Constr. Build. Mater. 159 (Jan): 37–45. https://doi.org/10.1016/j.conbuildmat.2017.10.113.
Reddy, K. S., S. Umakanthan, and J. M. Krishnan. 2012. “Constant strain rate experiments and constitutive modeling for a class of bitumen.” Mech. Time-Depend. Mater. 16 (3): 251–274. https://doi.org/10.1007/s11043-011-9155-8.
Rowe, G. 2011. “Evaluation of the relationship between asphalt binder properties and non-load related cracking.” J. Assoc. Asphalt Paving Technol. 80 (1): 649–662.
Singh, D., C. Yenare, and B. Showkat. 2020. “Rheological and chemical characteristics of asphalt binder modified with groundnut shell bio-oil.” Adv. Civ. Eng. Mater. 9 (1): 311–339.
Tran, N. H., A. Taylor, and R. Willis. 2012. Effect of rejuvenator on performance properties of HMA mixtures with high RAP and RAS contents. Auburn, AL: National Center for Asphalt Technology.
Zadshir, M., S. Hosseinnezhad, and E. H. Fini. 2019. “Deagglomeration of oxidized asphaltenes as a measure of true rejuvenation for severely aged asphalt binder.” Constr. Build. Mater. 209 (Jun): 416–424. https://doi.org/10.1016/j.conbuildmat.2019.03.090.
Zaumanis, M., R. B. Mallick, L. Poulikakos, and R. Frank. 2014. “Influence of six rejuvenators on the performance properties of reclaimed asphalt pavement (RAP) binder and 100% recycled asphalt mixtures.” Constr. Build. Mater. 71 (Nov): 538–550. https://doi.org/10.1016/j.conbuildmat.2014.08.073.
Zhou, Z., X. Gu, Q. Dong, F. Ni, and Y. Jiang. 2019. “Rutting and fatigue cracking performance of SBS-RAP blended binders with a rejuvenator.” Constr. Build. Mater. 203 (Apr): 294–303. https://doi.org/10.1016/j.conbuildmat.2019.01.119.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Nov 28, 2020
Accepted: Mar 8, 2021
Published online: Jul 31, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 31, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68583-0851; Materials and Research Engineer, Nebraska Dept. of Transportation, 362R Prem S. Paul Research Center at Whittier School, 2200 Vine St., Lincoln, NE 68502 (corresponding author). ORCID: https://orcid.org/0000-0002-4234-4536. Email: [email protected]
Assistant Materials and Research Engineer, Nebraska Dept. of Transportation, 1400 Highway 2, Lincoln, NE 68502. Email: [email protected]
Gerald Reinke [email protected]
Technical Director, Mathy Construction, MTE Services, 915 Commercial Ct., Onalaska, WI 54650. Email: [email protected]
Afshar Yousefi [email protected]
Graduate Research Assistant, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran. Email: [email protected]
Davoud F. Haghshenas, Ph.D. [email protected]
Associate Professor, Dept. of Materials and Metallurgical Engineering, Amirkabir Univ. of Technology, Tehran 159163-4311, Iran. Email: [email protected]
Assistant Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 16846-13114, Iran. ORCID: https://orcid.org/0000-0002-9856-5995. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Effect of Vegetable Oil on the Properties of Asphalt Binder Modified with High Density Polyethylene, Polymers, 10.3390/polym15030749, 15, 3, (749), (2023).
  • Effects of Oxygen Isolation and Light–Oxygen Coupling Ultraviolet Aging on Adhesion, Micromorphology, and Functional Groups of Warm-Mix Asphalt, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15840, 35, 9, (2023).
  • Polyphosphoric Acid Modified Soybean Oil Bioasphalt: Rheological Properties and Modification Mechanism, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15742, 35, 12, (2023).
  • Low-Temperature Performance Improvement Measures for Emulsified Asphalt Cold Recycled Mixture: A Comparative Study, Journal of Materials in Civil Engineering, 10.1061/(ASCE)MT.1943-5533.0004720, 35, 6, (2023).
  • The effect of mix design method on performance of asphalt mixtures containing reclaimed asphalt pavement and recycling agents: Superpave versus balanced mix design, Case Studies in Construction Materials, 10.1016/j.cscm.2023.e01931, 18, (e01931), (2023).
  • Performance of warm asphalt mixtures containing reclaimed asphalt pavement, an anti-stripping agent, and recycling agents: A study using a balanced mix design approach, Construction and Building Materials, 10.1016/j.conbuildmat.2022.129633, 363, (129633), (2023).
  • Influence of Recycling Agents Addition Methods on Asphalt Mixtures Properties Containing Reclaimed Asphalt Pavement (RAP), Sustainability, 10.3390/su142416717, 14, 24, (16717), (2022).
  • Evaluation of Moisture Damage Potential in Hot Mix Asphalt Using Polymeric Aggregate Treatment, Materials, 10.3390/ma15155437, 15, 15, (5437), (2022).
  • Investigation of Waste Electrical Power Plant Oil as a Rejuvenating Agent for Reclaimed Asphalt Binders and Mixtures, Materials, 10.3390/ma15144811, 15, 14, (4811), (2022).
  • Correlation Analysis between Mechanical Properties and Fractions Composition of Oil-Rejuvenated Asphalt, Materials, 10.3390/ma15051889, 15, 5, (1889), (2022).
  • See more

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share