Technical Papers
Feb 27, 2019

Application of Double-Coated Recycled Concrete Aggregates for Hot-Mix Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 5

Abstract

Bituminous mixtures made with recycled concrete aggregates (RCAs) exhibited inferior properties than those containing natural aggregates only. This is mainly because the old cement mortar attached to RCA surfaces and other impurities such as bricks and tiles. In this study, new state of the art coating technique was developed to improve the behaviour of RCA-asphalt mixtures. The technique was based on combining two treatments: coating and heating. It was therefore referred to as a double coating technique (DCT). Mixes made with 0%, 20%, 40%, and 60% of double coated recycled concrete aggregates (DCRCAs) were evaluated through Marshall parameters, indirect tensile strength (ITS), tensile strength ratio (TSR), and indirect tensile stiffness modulus (ITSM) tests. The results indicated that the DCT improves strength, and stripping resistance of bituminous mixes. The DCRCA-asphalt mixtures, had a lower wet tensile strength and TSR in comparison with control mix. The DCRCA-mixtures, however, exhibited better tensile strength, higher resistance against moisture, and higher resilient modulus compared to those made with uncoated RCAs. Asphalt mixtures made with DCRCAs also achieved better stiffness than control mix up to 40% granite aggregates substitution. Although the results obtained are satisfactory, other mechanical properties (Fatigue life, rutting and dynamic modulus) of HMA made with DCRCAs require further evaluation.

Get full access to this article

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

Acknowledgments

The corresponding author sincerely acknowledges the funding received from the Higher Committee for Education Development (HCED) in Iraq during his Ph.D. study.

References

ASTM. 2017. Standard test method for indirect tensile (IDT) strength of asphalt mixtures. ASTM D6931. West Conshohocken, PA: ASTM.
Australian/New Zealand Standard. 2013. Methods of sampling and testing asphalt Method 13.1: Determination of the resilient modulus of aspahlt-Indirect tensile method. AS/NZS 2891.13.1. Sydney, Australia: Standards Australia/Standards New Zealand.
Australian/New Zealand Standards. 2015. Compaction of asphalt by Marshall method and determination of stability and flow-Marshall procedure. AS/NZS 2891.5. Sydney, Australia: Standards Australia/Standards New Zealand.
Austroads. 2007. Commentary to AG: PT/T232- Stripping potential of asphalt—Tensile strength ratio. AG: PT/T232. Sydney, Australia: Austroads.
Austroads. 2008. Testing asphalt in accordance with the Austroads mix design procedures. AP-T100/08. Sydney, Australia: Austroads.
Bhusal, S., X. Li, and H. Wen. 2011. “Evaluation of effects of recycled concrete aggregate on volumetrics of hot-mix asphalt.” Transp. Res. Rec. 2205 (1): 36–39. https://doi.org/10.3141/2205-05.
Cho, Y. H., T. Yun, I. T. Kim, and N. R. Choi. 2011. “The application of recycled concrete aggregate (RCA) for hot mix asphalt (HMA) base layer aggregate.” KSCE J. Civ. Eng. 15 (3): 473–478. https://doi.org/10.1007/s12205-011-1155-3.
de Juan, M. S., and P. A. Gutiérrez. 2009. “Study on the influence of attached mortar content on the properties of recycled concrete aggregate.” Constr. Build. Mater. 23 (2): 872–877. https://doi.org/10.1016/j.conbuildmat.2008.04.012.
Fatemi, S., and R. Imaninasab. 2016. “Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials.” Constr. Build. Mater. 120 (Sep): 450–456. https://doi.org/10.1016/j.conbuildmat.2016.05.117.
Gul, W. A., and M. Guler. 2014. “Rutting susceptibility of asphalt concrete with recycled concrete aggregate using revised Marshall procedure.” Constr. Build. Mater. 55 (Mar): 341–349. https://doi.org/10.1016/j.conbuildmat.2014.01.043.
Hou, Y., X. Ji, X. Su, W. Zhang, and L. Liu. 2014. “Laboratory investigations of activated recycled concrete aggregate for asphalt treated base.” Constr. Build. Mater. 65 (Aug): 535–542. https://doi.org/10.1016/j.conbuildmat.2014.04.115.
Lee, C.-H., J.-C. Du, and D.-H. Shen. 2012. “Evaluation of pre-coated recycled concrete aggregate for hot mix asphalt.” Constr. Build. Mater. 28 (1): 66–71. https://doi.org/10.1016/j.conbuildmat.2011.08.025.
Li, J., H. Xiao, and Y. Zhou. 2009. “Influence of coating recycled aggregate surface with Pozzolanic powder on properties of recycled aggregate concrete.” Constr. Build. Mater. 23 (3): 1287–1291. https://doi.org/10.1016/j.conbuildmat.2008.07.019.
MRWA (Main Roads Western Australia). 2017. Asphalt wearing course specification 504. Perth, WA: MRWA.
Paranavithana, S., and A. Mohajerani. 2006. “Effects of recycled concrete aggregates on properties of asphalt concrete.” Resour. Conserv. Recycl. 48 (1): 1–12. https://doi.org/10.1016/j.resconrec.2005.12.009.
Pasandín, A. R., and I. Pérez. 2013. “Laboratory evaluation of hot-mix asphalt containing construction and demolition waste.” Constr. Build. Mater. 43 (Jun): 497–505. https://doi.org/10.1016/j.conbuildmat.2013.02.052.
Pasandín, A. R., and I. Pérez. 2014. “Mechanical properties of hot-mix asphalt made with recycled concrete aggregates coated with bitumen emulsion.” Constr. Build. Mater. 55 (Mar): 350–358. https://doi.org/10.1016/j.conbuildmat.2014.01.053.
Pasandín, A. R., I. Pérez, B. Gómez-Meijide, and N. Pérez-Barge. 2015a. “The effect of hydrated lime on the bond between asphalt and recycled concrete aggregates.” Pet. Sci. Technol. 33 (10): 1141–1148. https://doi.org/10.1080/10916466.2014.984076.
Pasandín, A. R., I. Pérez, J. R. M. Oliveira, H. M. R. D. Silva, and P. A. Pereira. 2015b. “Influence of ageing on the properties of bitumen from asphalt mixtures with recycled concrete aggregates.” J. Cleaner Prod. 101 (Aug): 165–173. https://doi.org/10.1016/j.jclepro.2015.03.069.
Pourtahmasb, M. S., and M. R. Karim. 2014. “Performance evaluation of stone mastic asphalt and hot mix asphalt mixtures containing recycled concrete aggregate.” Adv. Mater. Sci. Eng. 2014 (Sep): 12. https://doi.org/10.1155/2014/863148.
Rafi, M. M., A. Qadir, S. Ali, and S. H. Siddiqui. 2014. “Performance of hot mix asphalt mixtures made of recycled aggregates.” J. Test. Eval. 42 (2): 357–367. https://doi.org/10.1520/JTE20130004.
Sika Australia Pty. 2010. SikaTite-BE acrylic based bitumen waterproofing membrane. Perth, Australia: Sika Australia Pty.
Standards Australia. 1997. Method 21: Aggregte crashing value. AS 1141.21. Sydney, Australia: Standards Australia.
Standards Australia. 2000a. Particle density and water absorption of coarse aggregates-weighing in water method. AS 1141.6.1. Sydney, Australia: Standards Australia.
Standards Australia. 2000b. Particle density and water absorption of fine aggregates. AS 1141.5. Sydney, Australia: Standards Australia.
Standards Australia. 2005. Hot mix asphalt-A guide to good practice. AS 2150-2005. Sydney, Australia: Standards Australia.
Standards Australia. 2009a. Aggregates and rock for engineering purposes. Part 5: Coarse asphalt aggregates. AS 2758.5. Sydney, Australia: Standards Australia.
Standards Australia. 2009b. Los Angeles value. AS 1141.23. Sydney, Australia: Standards Australia.
Wong, Y. D., D. D. Sun, and D. Lai. 2007. “Value-added utilisation of recycled concrete in hot-mix asphalt.” Waste Manage. 27 (2): 294–301. https://doi.org/10.1016/j.wasman.2006.02.001.
Zhu, J., S. Wu, J. Zhong, and D. Wang. 2012. “Investigation of asphalt mixture containing demolition waste obtained from earthquake-damaged buildings.” Constr. Build. Mater. 29 (Apr): 466–475. https://doi.org/10.1016/j.conbuildmat.2011.09.023.
Zulkati, A., Y. D. Wong, and D. D. Sun. 2013. “Mechanistic performance of asphalt-concrete mixture incorporating coarse recycled concrete aggregate.” J. Mater. Civ. Eng. 25 (9): 1299–1305. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000668.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 5May 2019

History

Received: Jul 9, 2018
Accepted: Oct 12, 2018
Published online: Feb 27, 2019
Published in print: May 1, 2019
Discussion open until: Jul 27, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil Engineering, Curtin Univ., 7 Lurnea Place, Karawara, WA 6152, Australia; Lecturer, Dept. of Highway and Transportation Engineering, Mustansiriyah Univ., Baghdad 10011, Iraq (corresponding author). ORCID: https://orcid.org/0000-0003-0627-4099. Email: [email protected]
Hamid Nikraz
Professor, Dept. of Civil Engineering, Curtin Univ., GPO Box U1987, Perth, WA 6845, Australia.
Hossein Asadi
Technical Director (Pavements), GHD Pty Ltd, 13 Beesand St., Brisbane, QLD 4509, Australia.

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

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