Chapter
Jun 4, 2021

Influence of Reclaimed Asphalt Pavement (RAP) Aggregate Fraction on the Determination of Active Binder Content

Publication: Airfield and Highway Pavements 2021

ABSTRACT

Gradation plays significantly towards the amount of active binder in hot mix recycling, as a function of exposed specific surface of aggregates. Existing procedures do not explicitly consider gradation of the Reclaimed Asphalt Pavement (RAP) mixture in the determination of active binder content (RAb). In this investigation, two types of RAP reclaimed after six and eight years of service life are used to quantify RAb. The RAP material is sieved into three different sizes representing coarse, fine, and filler fraction and the corresponding binder content is determined. Gradation of extracted aggregate obtained from centrifuge and ignition oven is determined. The RAb mobilized is quantified based on a mechanical mixing procedure with the virgin aggregate of a threshold sieve size. The variation in RAb in the different size fractions is identified, and the need of varied mixing time and rejuvenator dosage for beneficial binder mobilization among the different fractions is also identified.

Get full access to this article

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

REFERENCES

Al-Qadi, I. L., Carpenter, S. H., Roberts, G., Ozer, H., Aurangzeb, Q., Elseifi, M., and Trepanier, J. (2009). “Determination of Usable Residual Asphalt Binder in RAP”., Illinois Center for Transportation (ICT).
Antunes, V., Freire, A. C., and Neves, J. (2019). “A Review on the Effect of RAP Recycling on Bituminous Mixtures Properties and The Viability of Multi-Recycling,” Construction and Building Materials, vol. 211, pp. 453–469.
American Society for Testing and Materials (ASTM). (2019), Standard Test Method for Asphalt Content of Asphalt Mixture by Ignition Method. D 6307-19, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2017), Standard Test Methods for Quantitative Extraction of Asphalt Binder from Asphalt Mixtures. D 2172/D2172M-17e1, West Conshohocken, Pa.
Ding, Y., Huang, B., and Shu, X. (2016). “Characterizing Blending Efficiency of Plant Produced Asphalt Paving Mixtures Containing High RAP”. Construction and Building Materials, vol. 126, pp. 172-178.
Gottumukkala, B., Kusam, S. R., Tandon, V., and Muppireddy, A. R. (2018). Estimation of Blending of Rap Binder in a Recycled Asphalt Pavement Mix. Journal of Materials in Civil Engineering, 30 (8), 04018181.
Hettiarachchi, C., Hou, X., Xiang, Q., Yong, D., and Xiao, F. (2020). “A blending efficiency model for virgin and aged binders in recycled asphalt mixtures based on blending temperature and duration”. Resources, Conservation and Recycling, 161(January), 104957.
Huang, B., Li, G., Vukosavljevic, D., Shu, X., and Egan, B. K. (2005). “Laboratory Investigation of Mixing Hot-Mix Asphalt with Reclaimed Asphalt Pavement”. Transportation Research Record, 1929(1), 37-45.
Kaseer, F., Arámbula-Mercado, E., and Martin, A. E. (2019). “A Method to Quantify Reclaimed Asphalt Pavement Binder Availability (Effective RAP Binder) in Recycled Asphalt Mixes”. Transportation Research Record, 2673(1), 205–216.
Saliani, S. S., Carter, A., and Baaj, H. (2016). “Investigation of the Impact of RAP Gradation on the Effective Binder Content in Hot Mix Asphalt”. Proceedings, Annual Conference - Canadian Society for Civil Engineering, 2, 1343–1353.
Saliani, S. S., Carter, A., Baaj, H., and Tavassoti, P. (2019). “Characterization of asphalt mixtures produced with coarse and fine recycled asphalt particles”. Infrastructures, 4(4).
Scholz, T. V, Hicks, R. G., Rogge, D. F., and Allen, D. (1991). “Use of Cold In-Place Recycling on Low-Volume Roads”. Transportation Research Record, (1291). 239-252.
Shirodkar, P., Mehta, Y., Nolan, A., Sonpal, K., Norton, A., Tomlinson, C., Dubois, E., Sullivan, P., and Sauber, R., (2011). A study to determine the degree of partial blending of reclaimed asphalt pavement (RAP) binder for high RAP hot mix asphalt. Construction and Building Materials, 25 (1), 150–155.
Xu, J., Hao, P., Zhang, D., and Yuan, G. (2018). “Investigation of reclaimed asphalt pavement blending efficiency based on micro-mechanical properties of layered asphalt binders”. Construction and Building Materials, Vol. 163, pp. 390–401.

Information & Authors

Information

Published In

Go to Airfield and Highway Pavements 2021
Airfield and Highway Pavements 2021
Pages: 147 - 154

History

Published online: Jun 4, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

M. Thirumalavenkatesh [email protected]
1Transportation Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamilnadu, India. Email: [email protected]
V. T. Thushara [email protected]
2Transportation Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamilnadu, India. Email: [email protected]

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

  • Statistics-Based Design of Experimental Framework to Formulate Ternary RAP Binder Blends, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-16503, 36, 3, (2024).

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 Paper
$35.00
Add to cart
Buy E-book
$80.00
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 Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share