Technical Papers
Feb 7, 2018

Improvement of Local Asphalt Concrete Binders Using Crumb Rubber

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 4

Abstract

Asphalt binder is a thermoplastic material that acts as an elastic solid during rapid load at low service temperatures. There are two main objectives of study to be evaluated, including improvement of local asphalt concrete mixes using crumb rubber and ways to get rid of the accumulated nondecaying scrap tires. Local asphalt concrete mixes can be improved by adding crumb rubber to the asphalt concrete mixes, and the performance of the produced mix was evaluated. Asphalt concrete mixes were designed using the Superpave mix design procedure to effectively evaluate the efficiency of using crumb rubber in asphalt concrete mixes. The improvement in indirect tensile strength, creep resistance, fatigue life, and stripping resistance were used to judge the effectiveness of modification. The modifications made by adding the crumb rubber to the asphalt cement were effective in improving the performance of the properties of hot asphalt concrete mixes and disposing of certain amounts of scrap tires.

Get full access to this article

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

Acknowledgments

The authors are very thankful to all the associated personnel in any reference that contributed to/for the purpose of this research.

References

Abdullah, M. E., Zamhari, K. A., Hainin, M. R., Oluwasola, E. A., Yusoff, N. I. M., and Hassan, N. A. (2016). “High temperature characteristics of warm mix asphalt mixtures with nanoclay and chemical warm mix asphalt modified binders.” J. Cleaner Prod., 122, 326–334.
Anderton, G. L. (1991). “Modified asphalt binders for military airfield pavements.” Aircraft/pavement interaction: An integrated system, ASCE, Reston, VA, 170–190.
Asi, I. M. (2007). “Performance evaluation of Superpave and Marshall asphalt mix designs to suite Jordan climatic and traffic conditions.” Constr. Build. Mater., 21(8), 1732–1740.
Asphalt Institute. (2001). Construction of hot mix asphalt pavements, 2nd Ed., Lexington, KY.
ASTM. (1995). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures (withdrawn 2003).” ASTM D4123-82, West Conshohocken, PA.
ASTM. (2001). “Standard test methods.” ASTM 4.03, West Conshohocken, PA.
Azari, H. (2010). Precision estimates of AASHTO T283: Resistance of compacted hot mix asphalt (HMA) to moisture-induced damage, NCHRP, Washington, DC.
Bashar, A. L., Ghuzlan, K., and Hasan, H. (2013). “Traffic accidents trends and characteristics in Jordan.” Int. J. Civ. Environ. Eng., 13, 9–16.
Batayneh, M., Marie, I., and Asi, I. (2007). “Use of selected waste materials in concrete mixes.” Waste Manage., 27(12), 1870–1876.
Caltrans. (2003). Asphalt rubber usage guide, Sacramento, CA.
Hernandez-Olivares, F., Barluenga, G., Bollati, M., and Witoszek, B. (2002). “Static and dynamic behaviour of recycled tyre rubber-filled concrete.” Cem. Concr. Res., 32(10), 1587–1596.
Lee, H. J., and Roh, H. S. (2007). “The use of recycled tire chips to minimize dynamic earth pressure during compaction of backfill.” Constr. Build. Mater., 21(5), 1016–1026.
Li, G., Stubblefield, M. A., Garrick, G., Eggers, J., Abadie, C., and Huang, B. (2004). “Development of waste tire modified concrete.” Cem. Concr. Res., 34(12), 2283–2289.
Losa, M., Leandri, P., and Cerchiai, M. (2012). “Improvement of pavement sustainability by the use of crumb rubber modified asphalt concrete for wearing courses.” Int. J. Pavement Res. Technol., 5(6), 395–404.
Marzouk, O. Y., Dheilly, R. M., and Queneudec, M. (2007). “Valorization of post-consumer waste plastic in cementitious concrete composites.” Waste Manage., 27(2), 310–318.
MPWs&H (Ministry of Public Works and Housing). (2014). Specifications for highway and bridge construction, Vol. II, Amman, Jordan.
Nazirizad, M., Kavussi, A., and Abdi, A. (2015). “Evaluation of the effects of anti-stripping agents on the performance of asphalt mixtures.” Constr. Build. Mater., 84(Jun), 348–353.
Padhan, R. K., Gupta, A. A., Badoni, R. P., and Bhatnagar, A. K. (2015). “Improved performance of a reactive polymer-based bituminous mixes–effect of cross-linking agent.” Road Mater. Pavement Des., 16(2), 300–315.
Padhan, R. K., Gupta, A. A., Mohanta, C. S., Badoni, R. P., and Bhatnagar, A. K. (2017). “Performance improvement of a crumb rubber modified bitumen using polyoctenamer and cross linking agent.” Road Mater. Pavement Des., 18(4), 999–1006.
Pierce, C. E., and Blackwell, M. C. (2003). “Potential of scrap tire rubber as lightweight aggregate in flowable fill.” Waste Manage., 23(3), 197–208.
Segre, N., and Joekes, I. (2000). “Use of tire rubber particles as addition to cement paste.” Cem. Concr. Res., 30(9), 1421–1425.
Shayan, A., and Xu, A. (2004). “Value-added utilisation of waste glass in concrete.” Cem. Concr. Res., 34(1), 81–89.
Siddique, R., and Naik, T. R. (2004). “Properties of concrete containing scrap-tire rubber—An overview.” Waste Manage., 24(6), 563–569.
Stefanovsky, S. V., et al. (2015). “FTIR and Mossbauer spectroscopic study of sodium-aluminum-iron phosphate glassy materials for high level waste immobilization.” J. Nucl. Mater., 466(Nov), 142–149.
Terrel, R. L., and Epps, J. A. (1989). “Using additives and modifiers in hot mix asphalt. Section A.”, Asbury Park Press, Asbury Park, NJ.
Wang, Z., Wang, Q., and Ai, T. (2014). “Comparative study on effects of binders and curing ages on properties of cement emulsified asphalt mixture using gray correlation entropy analysis.” Constr. Build. Mater., 54(Mar), 615–622.
Witczak, M. W., and Sullivan, B. (2001). “Superpave support and performance models management.” Simple performance test: Test results and recommendations, NCHRP, Washington, DC, 9–19.
Yao, H., Dai, Q., You, Z., Ye, M., and Yap, Y. K. (2016). “Rheological properties, low-temperature cracking resistance, and optical performance of exfoliated graphite nanoplatelets modified asphalt binder.” Constr. Build. Mater., 113(Jun), 988–996.
Zou, X., Sha, A., Jiang, W., and Huang, X. (2015). “Modification mechanism of high modulus asphalt binders and mixtures performance evaluation.” Constr. Build. Mater., 90(Aug), 53–58.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 4April 2018

History

Received: Jun 30, 2017
Accepted: Oct 11, 2017
Published online: Feb 7, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 7, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Majed Msallam, Ph.D. [email protected]
Dept. of Civil Engineering, Isra Univ., Amman 11622, Jordan (corresponding author). E-mail: [email protected]
Ibrahim Asi, Ph.D.
Dept. of Civil Engineering, Arab Center for Engineering Studies, Amman 11183, Jordan.

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