Abstract

This study assessed the cracking performance of warm-mix asphalt (WMA) and reclaimed asphalt pavement (RAP) mixtures for airfield pavements and explored performance-based airfield asphalt mix specifications. Fundamental properties of these mixtures were investigated through performance-based laboratory tests such as complex modulus, semicircular bend (SCB), and direct tension cyclic fatigue (DTCF) tests. Performance prediction software was utilized to evaluate mixture performance during the design period. Based on the complex modulus and SCB tests results, it was found that organic additive and RAP tend to increase mixture susceptibility to fracture. Results of the DTCF test showed that fatigue indexes ranked mixtures in different ways, which emphasizes the importance of using performance prediction programs to investigate mixture fatigue performance. The results of performance prediction indicated that utilization of hybrid WMA additive and RAP would increase airfield pavement fatigue damage. The contradictory results of laboratory tests and pavement performance simulation showed that the airfield current asphalt pavement thickness design procedure lacks a usable model of fatigue cracking in its standard design program.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request, including performance-based laboratory test data, performance models, and statistical analysis.

Acknowledgments

This research was supported by the Airport Cooperative Research Program Graduate Research Award (ACRP-GRA). The authors sincerely thank the FAA’s NAPMRC for providing materials for this study. The authors also gratefully acknowledge the ACRP-GRA panel members for their invaluable guidance and feedback.

References

AASHTO. 2004. Determining the damage characteristic curve of asphalt concrete from direct tension cyclic fatigue tests. AASHTO TP 107. Washington, DC: AASHTO.
AASHTO. 2011. Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures, standard specifications for transportation materials and methods of sampling and testing. AASHTO T 342. Washington, DC: AASHTO.
AASHTO. 2016. Standard method of test for determining the fracture potential of asphalt mixtures using semicircular bend geometry (SCB) at intermediate temperature. AASHTO TP 124-16. Washington, DC: AASHTO.
Al-Qadi, I. L., S. Wu, D. L. Lippert, H. Ozer, M. K. Barry, and F. R. Safi. 2017. “Impact of high recycled mixed on HMA overlay crack development rate.” Supplement, Road Mater. Pavement Des. 18 (S4): 311–327. https://doi.org/10.1080/14680629.2017.1389076.
Bairgi, B. K., and R. A. Tarefder. 2021. “Field performance characteristics of warm mix asphalt (WMA) with various additives.” In Proc., Int. Conf. on Transportation and Development 2021, 281–288. Reston, VA: Transportation & Development Institute of ASCE.
Bennert, T. 2007. Laboratory evaluation of vestoplast modified hot mix asphalt (HMA). Piscataway, NJ: Center for Advanced Infrastructure and Transportation (CAIT) Rutgers.
Carpenter, S. H., K. A. Ghuzlan, and S. Shen. 2003. “Fatigue endurance limit for highway and airport pavements.” Transp. Res. Rec. 1832 (1): 131–138. https://doi.org/10.3141/1832-16.
Carpenter, S. H., and M. Jansen. 1997. “Fatigue behavior under new aircraft loading conditions.” In Proc., Aircraft/Pavement Technology In the Midst of Change ASCE, Air Transport Division, Airfield Pavement Committee. Reston, VA: ASCE.
Garg, N., H. Kazmee, and L. Ricalde. 2021. “Comparative performance of different warm mix asphalt technologies under the influence of high aircraft tire pressure and temperature.” Transp. Res. Rec. 2675 (8): 657–669. https://doi.org/10.1177/03611981211000753.
Garg, N., H. Kazmee, L. Ricalde, and T. Parsons. 2018. “Rutting evaluation of hot and warm mix asphalt concrete under high aircraft tire pressure and temperature at national airport pavement and materials research center.” Transp. Res. Rec. 2672 (23): 117–127. https://doi.org/10.1177/0361198118794293.
Garg, N., Q. Li, and D. Brill. 2020. “Accelerated pavement testing of perpetual pavement test sections under heavy aircraft loading at FAA’s national airport pavement test facility.” J. Test. Eval. 48 (1): 107–119. https://doi.org/10.1520/JTE20180906.
Guercio, M. C., and L. M. McCarthy. 2015. “Quantifying the performance of warm-mix asphalt and reclaimed asphalt pavement in flexible airfield pavements.” Transp. Res. Rec. 2471 (1): 33–39. https://doi.org/10.3141/2471-05.
Jamieson, S., and G. White. 2019. “Developing a performance-based specification for stone mastic asphalt as an ungrooved runway surface.” In Airfield and highway pavements 2019: Innovation and sustainability in highway and airfield pavement technology, 227–239. Reston, VA: ASCE.
Jeong, J., Y. D. Wang, A. Ghanbari, C. Nash, D. Nener-Plante, B. S. Underwood, and Y. R. Kim. 2020. “Pavement performance predictions using performance-volumetric relationship and evaluation of construction variability: Example of MaineDOT shadow project for the development of performance-related specifications.” Constr. Build. Mater. 263 (Dec): 120150. https://doi.org/10.1016/j.conbuildmat.2020.120150.
Liang, W., Z. Zhou, X. Chen, X. Sheng, and X. Ye. 2020. “Research on airport runway FOD detection algorithm based on texture segmentation.” In Vol. 1 of Proc., 2020 IEEE 4th Information Technology, Networking, Electronic and Automation Control Conf. (ITNEC), 2103–2106. New York: IEEE. https://doi.org/10.1109/ITNEC48623.2020.9085150.
Martin, A. E., et al. 2019. Evaluating the effects of recycling agents on asphalt mixtures with high RAS and RAP binder ratios. Washington, DC: American Association of State Highway and Transportation Officials in Cooperation with the Federal Highway Administration.
McCarthy, L., and J. Daniel. 2018. Increasing WMA implementation by leveraging the state-of-the knowledge. Washington, DC: National Cooperative Highway Research Program.
Mejías-Santiago, M., J. Doyle, I. L. Howard, and E. R. Brown. 2011. “Moisture damage potential for warm mix asphalt containing reclaimed asphalt pavement.” In Proc., 2nd Int. Warm Mix Conf. Washington, DC: National Asphalt Pavement Association and the Federal Highway Administration.
Mensching, D. J., G. M. Rowe, and J. Sias Daniel. 2017. “A mixture-based black space parameter for low-temperature performance of hot mix asphalt.” Supplement, Road Mater. Pavement Des. 18 (S1): 404–425. https://doi.org/10.1080/14680629.2016.1266770.
Nemati, R., E. V. Dave, and J. E. Sias. 2020. “Development of a damage growth rate-based fatigue criterion.” In Proc., 2020 Advances in Materials and Pavement Performance Prediction (AM3P) Conf. Abingdon-on-Thames, Oxfordshire: Taylor & Francis group.
Oshone, M., J. E. Sias, E. V. Dave, A. Epps Martin, F. Kaseer, and R. Rahbar-Rastegar. 2019. “Exploring master curve parameters to distinguish between mixture variables.” Supplement, Road Mater. Pavement Des. 20 (S2): S812–S826. https://doi.org/10.1080/14680629.2019.1633784.
Rahbar-Rastegar, R., J. Sias Daniel, and E. V. Dave. 2018. “Evaluation of viscoelastic and fracture properties of asphalt mixtures with long-term laboratory conditioning.” Transp. Res. Rec. 2672 (28): 503–513. https://doi.org/10.1177/0361198118795012.
Rushing, J. F., M. Mejías-Santiago, and J. D. Doyle. 2013. “Assessment of warm-mix asphalt for heavy traffic airfields.” Transp. Res. Rec. 2371 (1): 41–48. https://doi.org/10.3141/2371-05.
Sabouri, M., and Y. R. Kim. 2014. “Development of a failure criterion for asphalt mixtures under different modes of fatigue loading.” Transp. Res. Rec. 2447 (1): 117–125. https://doi.org/10.3141/2447-13.
Sabouri, M., D. Mirzaiyan, and A. Moniri. 2018. “Effectiveness of linear amplitude sweep (LAS) asphalt binder test in predicting asphalt mixtures fatigue performance.” Constr. Build. Mater. 171 (May): 281–290. https://doi.org/10.1016/j.conbuildmat.2018.03.146.
Shoenberger, J. E., and T. A. DeMoss. 2005. “Hot-mix recycling of asphalt concrete airfield pavements.” Int. J. Pavement Eng. 6 (1): 17–26. https://doi.org/10.1080/10298430500041198.
Su, K., R. Maekawa, and Y. Hachiya. 2009. “Laboratory evaluation of WMA mixture for use in airport pavement rehabilitation.” Constr. Build. Mater. 23 (7): 2709–2714. https://doi.org/10.1016/j.conbuildmat.2008.12.011.
Wang, Y. 2019. “Development of the framework of performance-engineered mixture design for asphalt concrete.” Ph.D. dissertation, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ.
Wang, Y. D., B. Keshavarzi, and Y. R. Kim. 2018. “Fatigue performance prediction of asphalt pavements with FlexPAVE™, the S-VECD model, and DR failure criterion.” Transp. Res. Rec. 2672 (40): 217–227. https://doi.org/10.1177/0361198118756873.
Wang, Y. D., and Y. Richard Kim. 2019. “Development of a pseudo strain energy-based fatigue failure criterion for asphalt mixtures.” Int. J. Pavement Eng. 20 (10): 1182–1192. https://doi.org/10.1080/10298436.2017.1394100.
White, G. 2014. “Verification of warm mix asphalt as a runway surfacing for Australian airports.” In Proc., 13th Int. Conf. on Pavement Engineering and Infrastructure. Liverpool, UK: Liverpool John Moores Univ.
White, G. 2019. “Quantifying the impact of reclaimed asphalt pavement on airport asphalt surfaces.” Constr. Build. Mater. 197 (Feb): 757–765. https://doi.org/10.1016/j.conbuildmat.2018.11.131.
White, G. 2020. “Incorporating binder type into asphalt fatigue life characterisation of airport pavement surfaces.” Int. J. Pavement Res. Technol. 13 (1): 40–47. https://doi.org/10.1007/s42947-019-0083-3.
White, G., and W. Boston. 2019. “Quantifying the cost of different runway overlay designs.” In Proc., AAPA Int. Flexible Pavements Conf. Paris: International Bitumen Emulsion Federation.

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 148Issue 4December 2022

History

Received: Feb 17, 2021
Accepted: Jul 9, 2022
Published online: Sep 23, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 23, 2023

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Technical Manager in Roadway Reinforcement, Tencate Geosynthetics America, 827 State St., Portsmouth, NH 03801 (corresponding author). ORCID: https://orcid.org/0000-0002-2770-2315. Email: [email protected]
Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of New Hampshire, W173 Kingsbury Hall, 33 Academic Way, Durham, NH 03824. ORCID: https://orcid.org/0000-0001-9788-2246. Email: [email protected]
Professor, Dept. of Civil & Environmental Engineering, Univ. of New Hampshire, W183B Kingsbury Hall, 33 Academic Way, Durham, NH 03824. ORCID: https://orcid.org/0000-0001-5284-0392. Email: [email protected]
Program Manager, FAA National Airport Pavement & Materials Research Center (NAPMRC), William J. Hughes Technical Center, ANG-E262, Atlantic City, NJ 08405. ORCID: https://orcid.org/0000-0003-1747-4838. Email: [email protected]

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