2015
DOI: 10.1016/j.conbuildmat.2015.09.027
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Performance testing of asphalt pavements with recycled asphalt shingles from multiple field trials

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Cited by 19 publications
(9 citation statements)
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“…It should be taken into account when considering recycled shingles in road construction works to keep shingles of different sources assorted for proper design and implementations. The range of AC content varied from 14.6 to 36.7% in the RAS from different sources used in that study which deemed considerably influential [33]. Asphalt binder from tear-off shingles is considered stiffer than the binder from pre-consumer shingles due to aging and environmental exposure issue [34].…”
Section: Recycled Asphalt Shinglesmentioning
confidence: 95%
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“…It should be taken into account when considering recycled shingles in road construction works to keep shingles of different sources assorted for proper design and implementations. The range of AC content varied from 14.6 to 36.7% in the RAS from different sources used in that study which deemed considerably influential [33]. Asphalt binder from tear-off shingles is considered stiffer than the binder from pre-consumer shingles due to aging and environmental exposure issue [34].…”
Section: Recycled Asphalt Shinglesmentioning
confidence: 95%
“…Fiberglass shingles are of an asphalt cement rate of about 15% less than that contained in the organic shingles, which in-turns makes fiberglass shingles cheaper and preferable over organic ones [30]. The content of asphalt cement in Recycled asphalt shingles ranges from 19% to 31% [33]. The aim of utilizing asphalt shingles in road construction is to reduce amount of virgin binder [34].…”
Section: Recycled Asphalt Shinglesmentioning
confidence: 99%
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“…A softer virgin asphalt binder was required to restore the low temperature properties of the mixture to those of the control mixture (Arnold, 2014). The fatigue cracking resistance of RAS modified HMA was studied by Cascione et al (2015) and Wu et al (2016). Cascione et al (2015) conducted four-point bending beam testing on several asphalt mixtures and found that both RAS and non-RAS mixtures performed well with respect to fatigue performance, and, in fact, the RAS modified asphalt mixtures performed slightly better than the control mix (Cascione et al, 2015).…”
Section: Introductionmentioning
confidence: 99%
“…The fatigue cracking resistance of RAS modified HMA was studied by Cascione et al (2015) and Wu et al (2016). Cascione et al (2015) conducted four-point bending beam testing on several asphalt mixtures and found that both RAS and non-RAS mixtures performed well with respect to fatigue performance, and, in fact, the RAS modified asphalt mixtures performed slightly better than the control mix (Cascione et al, 2015). Similarly, Wu et al (2016) evaluated the fatigue performance of asphalt field cores containing RAS via monotonic fatigue testing and noted that the fatigue resistance of the mixtures was not significantly affected by the addition of RAS (Wu et al, 2016).…”
Section: Introductionmentioning
confidence: 99%