Influence of RAP Content on Pavement Performance of Hot Plant Recycling Asphalt Mixture

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In this paper, the influence of RAP content on pavement performance of hot plant recycling asphalt mixture is experimentally studied. The pavement performances contain high temperature stability, low temperature stability, water stability and fatigue resistance. Recovered asphalt was firstly extracted from RAP, and the properties of recovered asphalt was then tested and compared to normal 70# pavement asphalt. The gradation of recovered aggregate and new aggregate was then tested, and the mine material mixture gradation was determined. Marshall Test was adopted to determine the optimal asphalt content. The pavement performances show that the dynamic stability increases with RAP content increasing. The blending strain and fatigue life decreases while the stiffness modulus increases with the RAP content increasing. However, the residual stability and TSR show no obviously change with RAP content increasing.

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830-833

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] S.H. Kim, B. Thomas, A.S. Gregory, et al. Evaluation of use of high percentage of reclaimed asphalt pavement (RAP) for superpave mixtures. Research Report FL/DOT/SMO/07-507, Florida, USA. (2007).

Google Scholar

[2] Hussain, Y.J. Qiu. Evaluation of asphalt mixes containing reclaimed asphalt pavement for wearing courses. 2012 International Conference on Traffic and Transportation Engineering (ICTTE 2012) IPCSIT vol. 26 (2012) IACSIT Press, Singapore 43-48.

DOI: 10.4028/www.scientific.net/amm.178-181.1522

Google Scholar

[3] R. McDaniel, R.M. Anderson. Recommeded use of reclaimed asphalt pavement in the superpave mix design method: technician's manual. NCHRP Report 452, National cooperative highway research program. National Academy Press. (2001).

DOI: 10.17226/14615

Google Scholar

[4] M. Pasetto, N. Baldo. Fatigue Behavior Characterization of Bituminous Mixtures Made with Reclaimed Asphalt Pavement and Steel Slag, Procedia - Social and Behavioral Sciences. 53(2012) 297-306.

DOI: 10.1016/j.sbspro.2012.09.882

Google Scholar

[5] H. Arshad, Y.J. Qiu. Evaluation of Asphalt Mixes Containing Reclaimed Asphalt Pavement for Wearing Courses. 2012 International Conference on Traffic and Transportation Engineering (ICTTE 2012) IPCSIT. 26 (2012) 43-48.

DOI: 10.4028/www.scientific.net/amm.178-181.1522

Google Scholar

[6] R. Karlsson, U. Isacsson. Material-related aspects of asphalt recycling-state of the art. J. Mater. Civ. Eng. 18 (2006) 81-92.

DOI: 10.1061/(asce)0899-1561(2006)18:1(81)

Google Scholar

[7] Isacssan U,Lu X. Testing and appraisal of polymer modified road bitumen's-state of the art. Mater. Struct. 28(1995)129-139.

Google Scholar