Technical Papers
Feb 16, 2024

Innovative Treatment of Crack Defects and Skid Resistant Deficiencies in Old Asphalt Pavement Using a Prefabricated Flexible Ultrathin Overlay

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 5

Abstract

This study aims to develop a prefabricated flexible ultrathin overlay that can quickly and effectively repair cracks, particularly reticulation cracks, in old asphalt pavements while improving skid resistance. The overlay consists of a combination of an aggregate, a binder, and a geotextile; its unique structure results in a thickness of only about one-third of that of traditional ultrathin overlays. Its tensile strength, skid resistance, flexibility, waterproofing, interlayer bonding, and long-term service performance were evaluated through a series of tests. The results indicated that basalt, styrene butadiene styrene–modified emulsified asphalt, and warp-knitted polyester fiberglass fabric was the best combination. The proposed steady-state equation could reduce the test duration by more than 20%. The best interlayer binder was rubber asphalt with an optimum dosage of 0.9  kg/m2. The effect of temperature on interlayer bonding properties was more significant than that of the loading rate. The overlay maintained good waterproofing, skid and crack resistance, and interlayer bonding properties after a medium-scale accelerated loading test.

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.

Acknowledgments

This work was supported by the Open Fund Project of the State Key Laboratory of Road Engineering Safety and Health in Alpine and High-Altitude Areas (YGY 2017 KYPT-02); and the Postgraduate Research Innovation Project of Chongqing Jiaotong University (2023B0002).

References

Beyene, M. A., R. C. Meininger, N. H. Gibson, J. F. Munoz, and J. Youtcheff. 2016. “Forensic investigation of the cause(s) of slippery ultra-thin bonded wearing course of an asphalt pavement: Influence of aggregate mineralogical compositions.” Int. J. Pavement Eng. 17 (10): 887–900. https://doi.org/10.1080/10298436.2015.1025780.
Dong, Y. S., Y. Hou, D. W. Cao, Y. H. Zhang, and Y. J. Zhang. 2017. “Study on road performance of prefabricated rollable asphalt mixture.” Road Mater. Pavement Des. 18 (sup3): 65–75. https://doi.org/10.1080/14680629.2017.1329862.
Fan, J. W., T. Ma, W. G. Zhang, Y. J. Zhu, and H. Y. Wang. 2022. “Inner dimension detection of open and buried crack in asphalt pavement based on Rayleigh wave method.” Constr. Build. Mater. 328 (Apr): 127003. https://doi.org/10.1016/j.conbuildmat.2022.127003.
Fang, Y. F., B. Ma, K. Wei, L. Wang, X. X. Kang, and X. G. Chang. 2021a. “Orthogonal experimental analysis of the material ratio and preparation technology of single-component epoxy resin for asphalt pavement crack repair.” Constr. Build. Mater. 288 (Jun): 123074. https://doi.org/10.1016/j.conbuildmat.2021.123074.
Fang, Y. F., B. Ma, K. Wei, X. Q. Wang, X. X. Kang, and F. S. Liu. 2021b. “Performance of single-component epoxy resin for crack repair of asphalt pavement.” Constr. Build. Mater. 304 (18): 1–11. https://doi.org/10.1016/j.conbuildmat.2021.124625.
Fu, Q. L., J. G. Wei, and L. Y. Wang. 2020. “Research on anti-reflective cracking performance of OLSM based on MMLS3 equipment.” J. China Highway Transp. 33 (8): 133–143. https://doi.org/10.19721/j.cnki.1001-7372.2020.08.014.
Ge, Q. 2018. “Study on skid resistance of thin epoxy paving material.” Master’s thesis, School of Materials Science and Engineering, Chongqing Jiaotong Univ.
Guo, Y. L. 2015. “Research on the design of carpet type asphalt mixture ratio and its performance evaluation.” Master’s thesis, School of Civil Engineering, Chongqing Jiaotong Univ.
Han, Y. F., D. Wu, H. W. Kong, and L. C. Chen. 2019. “Application of modified epoxy resin layer in road anti-skid maintenance.” Transp. Sci. Technol. 2019 (6): 39–42. https://doi.org/10.3963/j.issn.1671-7570.2019.06.010.
Han, Y. F., D. Wu, H. W. Kong, and Y. Y. Sun. 2020. “Research on epoxy resin thin layer paving material for wet pavement.” New Build. Mater. 47 (1): 138–141. https://doi.org/10.3969/j.issn.1001-702X.2020.01.032.
Hasan, M. M., and R. A. Tarefder. 2020. “A mixture design approach for mitigating cracking issue of asphalt concrete pavement.” Constr. Build. Mater. 260 (10): 1–10. https://doi.org/10.1016/j.conbuildmat.2020.119861.
He, Z. 2020. “Research on the design and anti-slip performance of ultra-thin abrasion layer of high wear-resistant polyurethane.” Master’s thesis, School of Civil Engineering, Chongqing Jiaotong Univ.
Jaczewski, M., J. Judycki, and P. Jaskula. 2019. “Asphalt concrete subjected to long-time loading at low temperatures—Deviations from the time-temperature superposition principle.” Constr. Build. Mater. 202 (Mar): 426–439. https://doi.org/10.1016/j.conbuildmat.2019.01.049.
Khasawneh, M. A., I. Nadim, and A. Aslam. 2020. “Analytical tool to shorten polishing time based on mean texture depth (MTD) of flexible pavements.” Road Mater. Pavement Des. 21 (3): 737–756. https://doi.org/10.1080/14680629.2018.1527717.
Lathika, A. B., and S. A. Krishna. 2022. “Time-temperature-dosage superposition approach to predict the complex modulus of asphalt binders.” Constr. Build. Mater. 329 (Apr): 127140. https://doi.org/10.1016/j.conbuildmat.2022.127140.
Li, J. J., Q. Zhang, and Z. D. Chen. 2017. “Anti-skid decay model of epoxy resin wear layer on cement pavement.” J. Shenzhen Univ. 34 (6): 597–603. https://doi.org/10.3724/SP.J.1249.2017.06597.
Li, Y. M., H. B. Ding, Y. H. Nie, and S. A. Hesp. 2020. “Effective control of flexible asphalt pavement cracking through quality assurance testing of extracted and recovered binders.” Constr. Build. Mater. 273 (Mar): 121769. https://doi.org/10.1016/j.conbuildmat.2020.121769.
Liao, Y. Y. 2019. “Research on the decay law of asphalt pavement anti-slip performance based on foot-rule loop.” Master’s thesis, School of Civil Engineering, Chongqing Jiaotong Univ.
Ministry of Transport. 2005. Testing methods of aggregate for highway engineering. JTG E42. Beijing: Ministry of Transport.
Ministry of Transport. 2006. Test Methods of geosynthetics for highway engineering. JTG E50. Beijing: Ministry of Transport.
Ministry of Transport. 2008. Field test methods of subgrade and pavement for highway engineering. JTG E60. Beijing: Ministry of Transport.
Ministry of Transport. 2019. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20. Beijing: Ministry of Transport.
Nadim, I., M. A. Khasawneh, and A. Aslam. 2018. “The development of a predictive tool to reduce experimentation time for the polishing and frictional evaluation of asphalt pavement surfaces.” Constr. Build. Mater. 186 (Oct): 740–750. https://doi.org/10.1016/j.conbuildmat.2018.08.010.
Noe, H. F., and O. L. Alexandra. 2021. “Validation of partial time-temperature superposition principle in thermorheologically complex asphalts.” Constr. Build. Mater. 276 (Mar): 122224. https://doi.org/10.1016/j.conbuildmat.2020.122224.
Pan, Y. 2021. “Study on the effect of temperature on the skid resistance of asphalt pavement.” Master’s thesis, School of Civil Engineering, Chongqing Jiaotong Univ.
Qian, J. S., X. R. Chen, Y. Zheng, and W. Fu. 2018. “Research on the effect of geotextile based on MMLS3 equipment in preventing reflection cracks.” J. Tongji Univ. 46 (8): 1042–1048. https://doi.org/10.11908/j.issn.0253-374x.2018.08.006.
Raheb, H., A. Federico, and G. Felice. 2021. “Asphalt-based cold patches for repairing road potholes—An overview.” Constr. Build. Mater. 306 (Nov): 124870. https://doi.org/10.1016/j.conbuildmat.2021.124870.
Saride, S., and V. V. Kumar. 2017. “Influence of geosynthetic-interlayers on the performance of asphalt overlays on pre-cracked pavements.” Geotext. Geomembr. 45 (3): 184–196. https://doi.org/10.1016/j.geotexmem.2017.01.010.
Su, Z. X., S. M. Li, and X. H. Wu. 2014. “Similar design of pavement structure of MMLS3 accelerated loading test model.” J. Changsha Univ. Sci. Technol. 11 (1): 16–23. https://doi.org/10.3969/j.issn.1672-9331.2014.01.003.
Sudarsanan, N., B. R. Fonte, and Y. R. Kim. 2020. “Application of time-temperature superposition principle to pull-off tensile strength of asphalt tack coats.” Constr. Build. Mater. 262 (Nov): 120798. https://doi.org/10.1016/j.conbuildmat.2020.120798.
Torbruegge, S., and B. Wies. 2015. “Characterization of pavement texture by means of height difference correlation and relation to wet skid resistance.” J. Traffic Transp. Eng. 2 (2): 59–67. https://doi.org/10.1016/j.jtte.2015.02.001.
Wang, D., A. Schacht, X. Chen, P. Liu, M. Oeser, and B. Steinauer. 2016. “Innovative treatment to winter distresses using a prefabricated rollable pavement based on a textile-reinforced concrete.” J. Perform. Constr. Facil. 30 (1): C4014008. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000719.
Wang, H. M., J. G. Yang, R. K. Li, and J. Wu. 2017. “Research on the performance of millimeter-level ultra-thin color anti-skid surface material Puas.” Highway Transp. Sci. Technol. 33 (2): 5–10. https://doi.org/10.13607/j.cnki.gljt.2017.02.002.
Wu, S. Y., Q. Liu, J. Yang, R. C. Yang, and J. P. Zhu. 2020. “Study of adhesion between crack sealant and pavement combining surface free energy measurement with molecular dynamics simulation.” Constr. Build. Mater. 240 (Apr): 117900. https://doi.org/10.1016/j.conbuildmat.2019.117900.
Xie, Q., Q. L. Wang, H. M. Wang, and Z. C. Xu. 2020. “Study on the anti-skid and mechanical properties of two-component epoxy resin anti-skid thin layer.” J. Chongqing Jiaotong Univ. 39 (12): 74–79. https://doi.org/10.3969/j.issn.1674-0696.2020.12.12.
Yang, J., X. Y. Zhu, L. H. Li, H. W. Ling, P. T. Zhou, Z. H. Cheng, A. W. Su, and Y. Du. 2018. “Prefabricated flexible conductive composite overlay for active deicing and snow melting.” J. Mater. Civ. Eng. 30 (11): 04018283. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002473.
Ye, Z. J., Y. X. Cai, C. Liu, K. J. Lu, D. J. IIdefonzo, and L. B. Wang. 2022. “Optimization of embedded sensor packaging used in rollpave pavement based on test and simulation.” Materials 15 (6): 2283. https://doi.org/10.3390/ma15062283.
Yu, M., Z. P. You, G. X. Wu, L. Y. Kong, C. C. Liu, and J. F. Gao. 2020. “Measurement and modeling of skid resistance of asphalt pavement: A review.” Constr. Build. Mater. 260 (Nov): 119878. https://doi.org/10.1016/j.conbuildmat.2020.119878.
Zhao, Z. F., X. Guan, F. P. Xiao, Z. P. Xie, P. Xia, and Q. Y. Zhou. 2020. “Applications of asphalt concrete overlay on portland cement concrete pavement.” Constr. Build. Mater. 264 (Dec): 120045. https://doi.org/10.1016/j.conbuildmat.2020.120045.
Zhou, G., R. K. Li, H. M. Wang, and W. H. Li. 2016. “Anti-reflective crack performance test of warp-knitted composite polyester fiberglass cloth.” China J. Highway Transp. 29 (2): 16–22. https://doi.org/10.19721/j.cnki.1001-7372.2016.02.003.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: May 24, 2023
Accepted: Aug 9, 2023
Published online: Feb 16, 2024
Published in print: May 1, 2024
Discussion open until: Jul 16, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Doctoral Candidate, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Professor, National and Local Joint Engineering Research Center of Transportation and Civil Engineering Materials, Chongqing Jiaotong Univ., Chongqing 400074, China (corresponding author). ORCID: https://orcid.org/0000-0001-7478-3923. Email: [email protected]
Hongduo Zhao [email protected]
Professor, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Master’s Candidate, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Doctoral Candidate, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Xiaosi Yang [email protected]
Doctoral Candidate, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. 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