Abstract

Temperatures above 160°C are usual to obtain adequate viscosity of the asphalt binder in the mixture to coat and compact the mineral aggregate. However, there is higher fuel consumption, greater exposure of workers to fumes, and higher emission of greenhouse gases. As a solution to this high working temperature, the proposal to use warm mix asphalt (WMA) mixtures emerged. Studies show the effectiveness of WMA mixtures modified with additives capable of lowering the mixing and compaction temperatures of asphalt mixtures without changing their characteristics. This study investigates the possibility of producing WMA mixtures modified with the CCBit additive and carnauba wax by studying their rheological properties. The experimental results obtained reveal that both additives used obtained a reduction in the compaction and mixing temperatures, with the ideal content for CCBit mixtures between 2.0% and 2.5% and 2.0% content for carnauba wax, which presented better workability and increased the asphalt binder strength.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

ABNT (Associação Brasileira de Normas Técnicas). 2004. Materiais Betuminosos: Determinação da viscosidade em temperaturas elevadas usando viscosímetro rotacional. ABNT NBR 15184. São Paulo, Brazil: ABNT.
Albayati, A. H., H. M. Al-Mosawe, A. A. Allawi, and N. Oukaili. 2018. “Moisture susceptibility of sustainable warm mix asphalt.” Adv. Civ. Eng. 2018: 9. https://doi.org/10.1155/2018/3109435.
Anderson, M., J. D’angelo, and D. Walker. 2010. “MSCR: A better tool for characterizing high temperature performance properties.” Asphalt 25 (2): 15–24.
ASTM. 2005. Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer. ASTM D7175. West Conshohocken, PA: ASTM.
ASTM. 2008a. Specification for performance graded asphalt binder. ASTM D6373. West Conshohocken, PA: ASTM.
ASTM. 2008b. Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer. ASTM D7405. West Conshohocken, PA: ASTM.
Budny, J. 2012. “Avaliação do comportamento mecânico de misturas asfálticas morna.” Dissertação de Mestrado, Programa de Pós Graduação em Engenharia Civil, COPPE-Universidade Federal do Rio de Janeiro.
D’alva, O. A. 2004. “O extrativismo da cera de carnaúba no Ceará.” Dissertação de Mestrado, Programa Regional de Pós-Graduação em Desenvolvimento e Meio Ambiente, Uiversidade Federal do Ceara.
Domingos, M. D. I., and A. L. Faxina. 2015. “Comportamento fluência-recuperação de ligantes asfálticos modificados com copolímero SBR e ácido polifosfórico.” Transportes 23 (2): 56–64. https://doi.org/10.14295/transportes.v23i2.800.
Filho, N. W. 2013. “Avaliação da influência da redução das temperaturas de usinagem e de compactação no comportamento mecânico de misturas asfálticas mornas.” Programa de Pós-Graduação em Engenharia de Transportes, Departamento de Engenharia de Transportes, Universidade Federal do Ceará.
Guo, N., Z. You, Y. Tan, and Y. Zhao. 2017. “Performance evaluation of warm mix asphalt containing reclaimed asphalt mixtures.” Int. J. Pavement Eng. 18 (11): 981–989. https://doi.org/10.1080/10298436.2016.1138114.
Malladi, H., D. Ayyala, A. A. Tayebali, and N. P. Khosla. 2015. “Laboratory evaluation of warm-mix asphalt mixtures for moisture and rutting susceptibility.” J. Mater. Civ. Eng. 27 (5): 04014162. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001121.
Oliveira, R. B. 2014. “Study of CCBit-113AD effect on the binder’s mechanical behavior and asphalt mixtures.” Master thesis, Dept. of Civil Engineering, Federal Univ. of Sergipe.
Rughooputh, R., R. Beeharry, and H. Qasrawi. 2020. “Warm mix asphalt for better sustainability under tropical climate.” Int. J. Pavement Eng. 21 (1): 1–8. https://doi.org/10.1080/10298436.2018.1435877.
Sales, P. M. 2015. “Avaliação das características físicas e mecânicas de misturas asfálticas modificadas com adição de CCBit.” Dissertação de Mestrado, Programa de Pós-Graduação em Engenharia Civil e Ambiental, Universidade Federal de Campina Grande.
Stienss, M., and C. Szydlowski. 2020. “Influence of selected warm mix asphalt additives on cracking susceptibility of asphalt mixtures.” Materials 13 (1): 202. https://doi.org/10.3390/ma13010202.
Thives, L. P., and E. Guisi. 2017. “Asphalt mixtures emission and energy consumption: A review.” Renewable Sustainable Energy Rev. 72 (May): 473–484. https://doi.org/10.1016/j.rser.2017.01.087.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 1January 2021

History

Received: Dec 19, 2019
Accepted: Jun 29, 2020
Published online: Oct 22, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 22, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Gutemberg Gonçalves da Silva [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. Email: [email protected]
Adriano Elísio de Figueirêdo Lopes Lucena, D.Sc. [email protected]
Head Professor, Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. Email: [email protected]
Daniel Beserra Costa [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil (corresponding author). Email: [email protected]
Bruna Barbosa de Souza [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. Email: [email protected]
Talita Miranda de Sousa [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. Email: [email protected]
Paulo Roberto Barreto Torres [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. Email: [email protected]
Tássila Ramos Porto [email protected]
Dept. of Civil Engineering, Federal Univ. of Campina Grande, Aprígio Veloso, 882, Bairro Universitário, Campina Grande, PB 58432-797, Brazil. 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.

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share