Technical Papers
Nov 16, 2023

Field Performance and Cost-Effectiveness of Ultrathin Asphalt Overlay in Hot and Humid Climates

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 1

Abstract

A pavement maintenance treatment that has increased in popularity in recent years is ultrathin overlay (UTO). While the selection and construction processes for UTO has been well researched in previous studies, few studies assessed the field performance and cost-effectiveness of UTO especially in hot and wet climates. Therefore, the objective of this study was to evaluate the field performance and cost-effectiveness of UTO projects in Louisiana. To achieve this objective, asphalt pavements in Louisiana that received UTO were monitored for up to 14 years. The performance and cost-effectiveness of these sections were evaluated in terms of pavement condition Index (PCI), alligator cracking index (ALCR), rutting index (RUT), random cracking index (RNDM), and roughness index (RUFF). Results showed that UTO extended the pavement service life (PSL) by 8.7, 9.1, 7.0, 9.7, and 9.5 years, on average, for PCI, RUFF, RNDM, ALCR, and RUT, respectively. This extension varied based on the pretreatment pavement conditions and traffic level. As such, a predictive model was developed, with reasonable accuracy, to predict the extension in PSL of UTO based on project conditions. Results of the cost-benefit analysis indicated that UTO was cost-effective in most of the cases. The findings of this study were incorporated into a decision-making tool to assist transportation agencies in hot and humid climates determine the expected immediate and long-term field performance as well as the cost-effectiveness of UTO based on their project conditions. This will help these agencies make effective decisions for the maintenance and rehabilitation of their pavements.

Get full access to this article

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

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The financial support of the Transportation Consortium of South-Central States (Tran-SET) is greatly appreciated (Tran-SET Project 20PLSU04 and Grant Number 69A3551747106).
Author contributions: Study conception and design: Daniel Game, Momen Mousa, and Marwa Hassan; data collection: Daniel Game; analysis and interpretation of results: Daniel Game, Momen Mousa, and Marwa Hassan; draft manuscript preparation: Daniel Game, Momen Mousa, and Marwa Hassan. All authors reviewed the results and approved the final version of the manuscript.

References

Chen, D. H., and T. Scullion. 2015. “Very thin overlays in Texas.” Constr. Build. Mater. 95 (Oct): 108–116. https://doi.org/10.1016/j.conbuildmat.2015.07.157.
Cooper, S. B., and L. N. Mohammad. 2004. Novachip surface treatment six year evaluation. Baton Rouge, LA: Louisiana Transportation Research Center.
Estakhri, C. K., and J. W. Button. 1993. Evaluation and monitoring of NOVACHIP TM asphalt pavement process unclassified. College Station, TX: Texas A&M Univ.
Game, D., M. R. Mousa, and M. Hassan. 2021. “Performance assessment of ultra-thin asphalt treatments in Louisiana.” In Proc., Tran-SET 2021–Proc., Tran-SET Conf. 2021, 296–303. Reston, VA: ASCE.
Hajj, R., A. Filonzi, A. Smit, and A. Bhasin. 2019. “Design and performance of mixes for use as ultrathin overlay.” J. Transp. Eng., Part B: Pavements 145 (3): 04019026. https://doi.org/10.1061/JPEODX.0000130.
Hanson, D. I. 2001. “Construction and performance of an ultrathin bonded hot-mix asphalt wearing course.” Transp. Res. Rec. 1749 (1): 53–59. https://doi.org/10.3141/1749-08.
Kandhal, P. S., and L. Lockett. 1997. Construction and performance of ultrathin asphalt friction course. Auburn, AL: National Center for Asphalt Technology.
Katicha, S. W., S. Ercisli, G. W. Flintsch, J. M. Bryce, and B. K. Diefenderfer. 2016. Development of enhanced pavement deterioration curves. Charlottesville, VA: Virginia Transportation Research Council.
Khattak, M. J., G. Y. Baladi, Z. Zhang, and S. Ismail. 2008. “Review of Louisiana’s pavement management system Phase I.” Transp. Res. Rec. 2084 (1): 18–27. https://doi.org/10.3141/2084-03.
Morian, D. A. 2011. Cost benefit analysis of including microsurfacing in pavement treatment strategies & cycle maintenance. Harrisburg, PA: Pennsylvania DOT.
Mousa, M., M. A. Elseifi, and A. Abdel-Khalek. 2019. “Development of tree-based algorithm for prediction of field performance of asphalt concrete overlays.” J. Transp. Eng., Part B: Pavements 145 (2): 04019011. https://doi.org/10.1061/JPEODX.0000112.
Mousa, M., M. A. Elseifi, M. Bashar, Z. Zhang, and K. Gaspard. 2018. “Field evaluation and cost effectiveness of crack sealing in flexible and composite pavements.” Transp. Res. Rec. 2672 (12): 51–61. https://doi.org/10.1177/0361198118767417.
Mousa, M. R., M. A. Elseifi, M. Z. Bashar, Z. Zhang, and K. Gaspard. 2020. “Short and long-term field performances and optimal timing of chip seal in hot and humid climates.” Transp. Res. Rec. 2674 (1): 33–43. https://doi.org/10.1177/0361198119898395.
Mousa, M. R., D. Game, and M. Hassan. 2021. “Field evaluation and cost-effectiveness of cement-stabilized full-depth reclamation of asphalt pavements in hot and humid climates.” J. Transp. Eng., Part B: Pavements 148 (1): 04021073. https://doi.org/10.1061/JPEODX.0000330.
Musa Ruranika, M., and J. Geib. 2007. Performance of ultra-thin bounded wearing course (UTBWC) surface treatment on US-169 Princeton, MN. Saint Paul, MN: Minnesota DOT.
Musty, H., and M. Hossain. 2014. “Performance of ultra-thin bituminous overlays.” In Proc., T and DI Congress 2014: Planes, Trains, and Automobiles–Proc., 2nd Transportation and Development Institute Congress. Reston, VA: ASCE.
Pan, Y., Y. Shang, G. Liu, Y. Xie, C. Zhang, and Y. Zhao. 2021. “Cost-effectiveness evaluation of pavement maintenance treatments using multiple regression and life-cycle cost analysis.” Constr. Build. Mater. 292 (Jul): 123461. https://doi.org/10.1016/j.conbuildmat.2021.123461.
Pretorius, F. J., J. C. Wise, and M. Henderson. 2004. “Development of application differentiated ultra-thin asphalt friction courses for southern African application.” In Proc., 8th Conf. on Asphalt Pavements for Southern Africa (CAPSA’04) ISBN, 1–15. Pretoria, South Africa: Asphalt Academy.
Russell, M. A., L. M. Pierce, J. S. Uhlmeyer, and K. W. Anderson. 2008. NovaChip. Pretoria, South Africa: Asphalt Academy.
Sadek, A. W., T. E. Freeman, and M. J. Demetsky. 1996. “Deterioration prediction modeling of Virginia’s interstate highway system.” Transp. Res. Rec. 1524 (1): 118–129.
Sauber, R. W. 2009. Thin overlays pavement preservation NJDOT. Trenton, NJ: New Jersey DOT.
Shahin, M. Y. 2005. Pavement management for airports, roads, and parking lots. 2nd ed. 1–572. New York: Springer.
Zhou, F., R. L. Lytton, S. Hu, R. Luo, F.-L. Tsai, and S. I. Lee. 2010. “Models for predicting reflection cracking of hot-mix asphalt overlays.” In Models for predicting reflection cracking of hot-mix asphalt overlays. Washington, DC: National Academies Press.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 1March 2024

History

Received: Nov 5, 2022
Accepted: Sep 15, 2023
Published online: Nov 16, 2023
Published in print: Mar 1, 2024
Discussion open until: Apr 16, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Graduate Research Assistant, Bert S. Turner Dept. of Construction Management, Louisiana State Univ. (LSU), Baton Rouge, LA 70803. ORCID: https://orcid.org/0000-0002-0568-227X
Momen R. Mousa, F.ASCE
Assistant Professor, Dept. of Construction Management, Sam Houston State Univ., Huntsville, TX 77340.
CETF Distinguished Professor, Dept. of Construction Management, Louisiana State Univ. (LSU), Baton Rouge, LA 70803 (corresponding author). ORCID: https://orcid.org/0000-0001-8087-8232. 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