Technical Papers
May 31, 2018

Performance of Bituminous Mixes Containing Treated Recycled Concrete Aggregates and Modified by Waste Polyethylene

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 8

Abstract

Waste utilization in the form of recycling is important for sustainability in the transportation construction industry. In this study, an attempt was made to explore the use of recycled concrete aggregate (RCA) and waste polyethylene from milk packaging (WPMP) in bituminous paving mixes. RCA was pretreated with bituminous emulsion to reduce its water absorption, and in this paper is referred as pretreated recycled concrete aggregate (PRCA). Dense bituminous macadam (DBM) paving mixes were prepared individually using PRCA, RCA, and natural aggregate (NA) representing the coarse aggregate fraction, each being modified with WPMP. The performance of the different bituminous mixes was investigated in terms of Marshall test parameters, indirect tensile strength, moisture susceptibility, dynamic modulus, flow number, resilient modulus, and rutting. It was observed that the PRCA and RCA mixes in general satisfy the requirements in terms of Marshall test parameters and moisture susceptibility. Also, from the other performance tests, it was observed that the mixes containing PRCA with WPMP produce better results compared with DBM mixes prepared with conventional aggregates.

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References

AASHTO. 2003. Determining dynamic modulus of hot-mix asphalt concrete mixtures. AASHTO TP62. Washington, DC: AASHTO.
AASHTO. 2011. Standard method of test for determining the dynamic modulus and flow number for asphalt mixtures using the asphalt mixture performance tester. AASHTO TP79. Washington, DC: AASHTO.
AASHTO. 2014. Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO T283. Washington, DC: AASHTO.
Akinpelu, M., B. I. Dahunsi, O. Olafusi, O. Awogboro, and A. Quadri. 2013. “Effect of polythene modified bitumen on properties of hot mix asphalt.” ARPN J. Eng. Appl. Sci. 8 (4): 290–295.
Al-Hadidy, A. I., and T. Yi-qiu. 2009. “Effect of polyethylene on life of flexible pavements.” Constr. Build. Mater 23 (3): 1456–1464. https://doi.org/10.1016/j.conbuildmat.2008.07.004.
ASTM. 1989. Test method for resistance of plastic flow of bituminous mixtures using Marshall apparatus. ASTM D1559. West Conshohocken, PA: ASTM.
ASTM. 1995. Standard test method for indirect tension test for resilient modulus of bituminous mixtures. ASTM D4123-82. West Conshohocken, PA: ASTM.
ASTM. 2011. Standard test method for effect of water on compressive strength of compacted bituminous mixtures. ASTM D1075. West Conshohocken, PA: ASTM.
ASTM. 2012a. Indirect tensile (IDT) strength for bituminous mixtures. ASTM D6931. West Conshohocken, PA: ASTM.
ASTM. 2012b. Standard test method for tensile properties of thin plastic sheeting. ASTM D882. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard test methods for density and specific gravity (relative density) of plastics by displacement. ASTM D792. West Conshohocken, PA: ASTM.
BIS (Bureau of Indian Standards). 1963a. Methods of test for aggregates for concrete, part I. IS 2386. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1963b. Methods of test for aggregates for concrete, part III. IS 2386. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1963c. Methods of test for aggregates for concrete, part IV. IS 2386. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1978c. Method for testing tar and bitumen materials: Determination of absolute viscosity, part II. IS 1206. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1978d. Method for testing tar and bitumen materials: Determination of kinematic viscosity, part III. IS 1206. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1978a. Methods for testing tar and bituminous materials: Determination of penetration. IS 1203. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1978b. Methods for testing tar and bituminous materials: Determination of softening point. IS 1205. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2013. Paving bitumen-specification (second revision). IS 73. New Delhi, India: BIS.
Bonaquist, R. 2011. A mix design manual for hot-mix asphalt. Washington, DC: National Cooperative Highway Research Program.
Cao, W., S. Liu, and Z. Feng. 2013. “Comparison of performance of stone matrix asphalt mixtures using basalt and limestone aggregates.” Constr. Build. Mater. 41: 474–479. https://doi.org/10.1016/j.conbuildmat.2012.12.021.
CEN (European Committee for Standardization). 2003. Test methods for hot mix asphalt, part-22, wheel tracking. EN 12697-22. Brussels, Belgium: CEN.
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: 535–542. https://doi.org/10.1016/j.conbuildmat.2014.04.115.
IRC (Indian Roads Congress). 2012. Guidelines for the design of flexible pavements, third revision. IRC 37. New Delhi: IRC.
Kalantar, Z. N., M. R. Karim, and A. Mahrez. 2012. “A review of using waste and virgin polymer in pavement.” Constr. Build. Mater. 33: 55–62. https://doi.org/10.1016/j.conbuildmat.2012.01.009.
Lastra-Gonzalez, P., M. A. Calzada-Pérez, D. Castro-Fresno, Á. Vega-Zamanillo, and I. Indacoechea-Vega. 2016. “Comparative analysis of the performance of asphalt concretes modified by dry way with polymeric waste.” Constr. Build. Mater. 112: 1133–1140. https://doi.org/10.1016/j.conbuildmat.2016.02.156.
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.
Mills-Beale, J., and Z. You. 2010. “The mechanical properties of asphalt mixtures with recycled concrete aggregates.” Constr. Build. Mater. 24 (3): 230–235. https://doi.org/10.1016/j.conbuildmat.2009.08.046.
Morea, F., and R. Zerbino. 2015. “Wheel tracking test (WTT) conducted under different standards. Study and correlation of test parameters and limits.” Mater. Struct. 48 (12): 4019–4028.
MoRTH (Ministry of Road Transport and Highways). 2013. “Specifications for road and bridge works. fifth revision.” In Indian Roads Congress. New Delhi, India: MoRTH.
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.
Perez, I., A. R. Pasandín, and L. Medina. 2012. “Hot mix asphalt using C&D waste as coarse aggregates.” Mater. Des. 36: 840–846. https://doi.org/10.1016/j.matdes.2010.12.058.
Perez, I., M. Toledano, J. Gallego, and J. Taibo. 2007. “Mechanical properties of hot mix asphalt made with recycled aggregates from reclaimed construction and demolition debris.” Materiales de Construcción 57 (285): 17–29.
Punith, V. S., and A. Veeraragavan. 2007. “Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive.” J. Mater. Civ. Eng., 19 (6): 500–507. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:6(500).
Vasudevan, R., A. R. C. Sekar, B. Sundarakannan, and R. Velkennedy. 2012. “A technique to dispose waste plastics in an ecofriendly way: Application in construction of flexible pavements.” Constr. Build. Mater. 28 (1): 311–320. https://doi.org/10.1016/j.conbuildmat.2011.08.031.
Zhu, Y. G., S. C. Kou, C. S. Poon, J. G. Dai, and Q. Y. Li. 2013. “Influence of silane-based water repellent on the durability properties of recycled aggregate concrete.” Cem. Concr. Compos. 35 (1): 32–38. https://doi.org/10.1016/j.cemconcomp.2012.08.008.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 8August 2018

History

Received: Nov 21, 2017
Accepted: Feb 19, 2018
Published online: May 31, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 31, 2018

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Authors

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Jyoti Prakash Giri [email protected]
Ph.D. Student, Dept. of Civil Engineering, NIT Rourkela, Rourkela, Odisha 769008, India (corresponding author). Email: [email protected]
Mahabir Panda [email protected]
Professor, Dept. of Civil Engineering, NIT Rourkela, Rourkela, Odisha 769008, India. Email: [email protected]
Umesh Chandra Sahoo [email protected]
Assistant Professor, School of Infrastructure, IIT Bhubaneswar, Bhubaneswar, Odisha 752050, India. Email: [email protected]

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