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Title: Laboratory Performance Evaluation of High-Modulus Asphalt Mixtures for Perpetual Asphalt Pavements
Accession Number: 01550350
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: One solution to increase the life of pavement is to use material with high modulus in its asphalt base layer. The effectiveness of this layer as a part of pavement structure is closely dependent on how well its material is designed. This study presents the results of a series of tests on asphalt mixtures using polyolefin-modified binder to explore its potential to be used as high modulus material. In addition to the routine tests on the three different binder designs (5%, 7.5% and 10.5% polyolefin by weight of the base binder), dynamic modulus, wheel tracking, low-temperature beam bending, moisture susceptibility, and beam fatigue tests were conducted on the mixtures. Dynamic modulus test results showed a significant increase of the modulus of the proposed material compared with regular asphalt mixtures. Also, the results showed that these designs even with a lower dosage of polyolefin could achieve a better performance against rutting, moisture, and fatigue cracking. However, the low temperature cracking and fatigue cracking resistance of the proposed design could deteriorate if the polyolefin dosage over a certain amount is applied. The results of this study show a feasibility of using the polyolefin-modified asphalt mixture in the asphalt base layer of asphalt pavement while also providing a starting point for detailed material design in the context of specific environments.
Supplemental Notes: This paper was sponsored by TRB committee AFD60 Flexible Pavement Design. Alternate title: Laboratory Performance Evaluation of High Modulus Asphalt Mixtures for Perpetual Asphalt Pavements.
Monograph Title: Monograph Accession #: 01550057
Report/Paper Numbers: 15-2614
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Wang, HaopengJun, YangGong, MinghuiShi, XiaoqiangPagination: 14p
Publication Date: 2015
Conference:
Transportation Research Board 94th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; References; Tables
TRT Terms: Uncontrolled Terms: Subject Areas: Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials
Source Data: Transportation Research Board Annual Meeting 2015 Paper #15-2614
Files: TRIS, TRB, ATRI
Created Date: Dec 30 2014 12:54PM
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