Technical Papers
Aug 17, 2020

Evaluation of the Effect of Dust and Soot on Runoff Acidity and Moisture Sensitivity of Asphalt Mixtures Using Thermodynamic and Mechanical Methods

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 11

Abstract

The loss of strength and durability because of the presence of moisture leads to moisture damage in asphalt mixtures. Differences in the drinking water characteristics, used in moisture sensitivity tests, and runoff water, which causes moisture damage in the asphalt pavements, motivated the present study on the effect of air pollutants, dust, and soot on pavement surface (as the surface contamination) on the acidity (pH) of rainfall-runoff. In addition, the effect of a change in the pH of runoff was investigated on the moisture damage of HMA samples. In this study, the modified Lottman method was employed as the common test of moisture damage in HMA and concepts of the thermodynamic theory were used to investigate the mechanism of changes in the process of stripping. Based on the results, the pH of the rainfall-runoff was acidic in areas with heavy traffic in which the accumulation of soot was dominant, and basic in areas with light traffic in which the accumulation of dust particles was more probable. The results of mechanical tests revealed that pH fluctuations reduced the asphalt mixture’s strength in wet conditions and increased the potential for moisture sensitivity. Also, more differences could be observed in the performance of asphalt mixtures at neutral pH and higher and lower values of pH during higher freeze–thaw cycles, which can be very important in areas with more rainfall cycles. The surface free energy (SFE) method results showed that the acidic and basic runoff increased the energy released at the asphalt–aggregate interface and the tendency of both acidic and basic aggregates to moisture, which led to decreasing the moisture strength of asphalt mixtures. In addition, the nonpolar properties of surface free energy of runoff were increased in both acidic and basic environments. Variation in water properties, in addition to the change in the runoff acidity and weakening of the aggregate-bitumen adhesion, also caused a weakening in the bitumen film and increased the cohesion failure. Also, statistical analysis results showed that in addition to the type of contamination, the type of aggregate affects the characteristics of runoff and consequently the performance of an asphalt mixture against moisture damage in different chemical conditions.

Get full access to this article

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

Data Availability Statement

No data, models, or code were generated or used during the study.

References

AASHTO. 2018. Standard specification for performance-graded asphalt binder. AASHTO T283. Washington, DC: AASHTO.
Arbabpour Bidgoli, M., K. Naderi, and F. Moghadas Nejad. 2019. “Effect of filler type on moisture susceptibility of asphalt mixtures using mechanical and thermodynamic properties.” J. Mater. Civ. Eng. 31 (4): 04019024. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002648.
Azarion, Y., H. Shirmohammadi, G. H. Hamedi, and D. Saedi. 2019. “Model for predicting moisture susceptibility of asphalt mixtures based on material properties.” J. Mater. Civ. Eng. 31 (10): 04019239. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002882.
Bhasin, A. 2007. “Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ.
Brewis, D. M. 1992. “Weak boundary layers.” In Handbook of Fadhesion, edited by D. E. Packham, 501–502. Harlow, UK: Longman Group.
Good, R. J., and C. J. van Oss. 1992. “The modern theory of contact angles and the hydrogen bond components of surface energies.” In Modern approaches to wettability, 1–27. New York: Springer.
Gzemski, F. C. 1948. “Factors affecting adhesion of asphalt to stone.” In Proc., Association of Asphalt Paving Technologists. Washington, DC: Transportation Research Board.
Hefer, A. W. 2005. “Adhesion in bitumen-aggregate systems and quantification of the effect of water on the adhesive bond.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ.
Hughes, R. I., D. R. Lamb, and O. Pordes. 1960. “Adhesion in bitumen macadam.” J. Appl. Chem. 10 (11): 433–444. https://doi.org/10.1002/jctb.5010101102.
Jamieson, I. L., J. S. Moulthrop, and D. R. Jones. 1995. “SHRP results on binder-aggregate adhesion and resistance to stripping.” In The asphalt yearbook. Bathgate, Scotland: Institute of Asphalt Technology.
Johnsson, A. 2011. “On the electrolyte induced aggregation of concentrated silica dispersions—An experimental investigation using the electrospray technique.” Ph.D. dissertation, Gothenburg Univ.
Kanitpong, K., and H. U. Bahia. 2003. “Role of adhesion and thin film tackiness of asphalt binders in moisture damage of HMA (with discussion).” J. Assoc. Asphalt Paving Technol. 72: 502–528.
Karmakar, S., D. Majhi, T. K. Roy, and D. Chanda. 2018. “Moisture damage analysis of bituminous mix by durability index utilizing waste plastic cup.” J. Mater. Civ. Eng. 30 (9): 04018216. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002366.
Kiggundu, B. M., and F. L. Roberts. 1988. Stripping in HMA mixtures: State-of-the-art and critical review of test methods. Washington, DC: US DOT.
Labib, M. E. 1988. “The origin of the surface charge on particles suspended in organic liquids.” Colloids Surf. 29 (3): 293–304. https://doi.org/10.1016/0166-6622(88)80124-0.
Lee, J., and H. Ahn. 2015. “Effect of electrical surface charge on seal coat curing and aggregate loss performance.” J. Test. Eval. 44 (4): 1661–1670. https://doi.org/10.1520/JTE20140318.
Malvern Instruments. 2004. Zetasizer nano series user manual. Worcestershire, UK: Malvern Instruments.
Moghadas Nejad, F., M. Asadi, G. H. Hamedi, and M. R. Esmaeeli. 2018. “Using hydrophobic coating on aggregate surfaces to reduce moisture damage in asphalt mixture.” J. Mater. Civ. Eng. 30 (10): 04018238. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002413.
Petersen, J. C. 1986. “Quantitative functional group analysis of asphalts using differential infrared spectrometry and selective chemical reactions—Theory and application.” Transp. Res. Rec. 1096: 1–11.
Petersen, J. C., E. K. Ensley, and F. A. Barbour. 1974. Molecular interactions of asphalt in the asphalt-aggregate interface region, 517. Washington, DC: Transportation Research Board.
Saltibus, N. E., and N. M. Wasiuddin. 2017. “Moisture damage in asphalt: Analysis based on the dewetting mechanism.” J. Mater. Civ. Eng. 29 (6): 04017002. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001793.
Scott, J. A. N. 1978. “Adhesion and disbonding mechanisms of asphalt used in highway construction and maintenance.” In Proc., Association of Asphalt Paving Technologists. Greenbelt, MD: Association of Asphalt Paving Technologists.
Solaimanian, M., J. Harvey, M. Tahmoressi, and V. Tandon. 2003. “Test methods to predict moisture sensitivity of hot-mix asphalt pavements.” In Moisture sensitivity of asphalt pavements—A national seminar. Washington, DC: Transportation Research Board.
St Martin, J., L. A. Cooley Jr., and H. R. Hainin. 2003. “Production and construction issues for moisture sensitivity of hot-mix asphalt pavements.” In Moisture sensitivity of asphalt pavements—A national seminar. Washington, DC: Transportation Research Board.
Tarrer, A. R., and V. Wagh. 1991. “The effect of the physical and chemical characteristics of the aggregate on bonding.” In Strategic highway research program. Washington, DC: National Research Council.
Van Oss, C. J., M. K. Chaudhury, and R. J. Good. 1988. “Interfacial Lifshitz-van der Waals and polar interactions in macroscopic systems.” Chem. Rev. 88 (6): 927–941. https://doi.org/10.1021/cr00088a006.
Yoon, H. H., and A. R. Tarrer. 1988. Effect of aggregate properties on stripping. Washington, DC: National Research Council.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 11November 2020

History

Received: Dec 7, 2019
Accepted: Apr 10, 2020
Published online: Aug 17, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 17, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Mahyar Arabani [email protected]
Professor, Dept. of Civil Engineering, Univ. of Guilan, P.O. Box 3756, Rasht, Iran (corresponding author). Email: [email protected]
Zahra Ranjbar Pirbasti [email protected]
M.Sc. Graduate, Dept. of Civil Engineering, Univ. of Guilan, P.O. Box 3756, Rasht, Iran. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Guilan, P.O. Box 3756, Rasht, Iran. ORCID: https://orcid.org/0000-0003-4421-3721. 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

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