Evaluation of Moisture Susceptibility of High-Porosity ATPB Drainage Layer Materials Using Modified Dynamic Modulus Test
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10
Abstract
Asphalt-treated permeable base (ATPB) mixtures have been widely applied for drainage layers in pavements to avoid moisture-induced problems in the United States. However, with frequent exposure to water, the ATPB drainage layer itself is at high risk of moisture damage. In this study, the dynamic modulus and phase angle are used as the indicators to evaluate the potential moisture-induced deterioration of typical ATPB materials adopted in Virginia and Oklahoma. The modified dynamic modulus test appropriate for testing drainage layer materials with moisture deterioration were determined and adopted. Comparisons between the dynamic modulus of the conditioned and unconditioned specimens primarily show that the moisture-induced dynamic modulus reduction tend to be larger as the voids in total mixture (VTM) increases, and the drainage layer materials may become more sensitive to VTM but less sensitive to temperature after being conditioned in moist environment. The investigation of phase angle ratio and storage modulus ratio further reveals that moisture conditioning also influences the viscoelastic characteristics of the ATPB materials especially at larger VTMs. In addition, corresponding field performance is also evaluated and found to be consistent with the laboratory-determined moisture resistance for the ATPB-VA mixture by far.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Research present here was conducted as part of the Transportation Pooled Fund study TPF-5(229) program, funded by Virginia, Oklahoma, Wisconsin, and Idaho. The authors appreciate all the assistance provided by staffs at Virginia DOT, Oklahoma DOT, Wisconsin DOT, and Idaho Transportation Department.
References
AASHTO. (2008). “Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage.” AASHTO T283, Washington, DC.
AASHTO. (2011). “Determining dynamic modulus of hot-mix asphalt concrete mixtures.” AASHTO T342-11, Washington, DC.
Apeagyei, A. K., Grenfell, J. R. A., and Airey, G. D. (2014). “Observation of reversible moisture damage in asphalt mixtures.” Constr. Build. Mater., 60(2014), 73–80.
ASTM. (2009). “Standard test method for effect of moisture on asphalt concrete paving mixtures.” ASTM D4867/D4867M-09, West Conshohocken, PA.
Bejarano, M. O., Harvey, J. T., Ali, A., Mahama, D., Hung, D., and Preedonant, P. (2003). “Performance of drained and undrained flexible pavement structures in accelerated loading under wet conditions.”, Partnered Pavement Performance Program, Pavement Research Center, Institute of Transportation Studies, Univ. of California, Berkeley, CA.
Howson, J., et al. (2007). “System for the evaluation of moisture damage using fundamental material properties.”, Texas Dept. of Transportation, Austin, TX.
Kanitpong, K., and Bahia, H. U. (2008). “Evaluation of HMA moisture damage in Wisconsin as it relates to pavement performance.” Int. J. Pavement Eng., 9(1), 9–17.
Kiggundu, B. M., and Roberts, F. L. (1988). “Stripping in HMA mixtures: State-of-the-art and critical review of test methods.”, National Center for Asphalt Technology (NCAT), Auburn Univ., Auburn, AL.
Solaimanian, M., Bonaquist, R. F., and Tandon, V. (2007). “Improved conditioning and testing procedures for HMA moisture susceptibility.”, Transportation Research Board, Washington, DC.
Solaimanian, M., Harvey, J., Tahmoressi, M., and Tandon, V. (2003). “Test methods to predict moisture sensitivity of hot-mix asphalt pavements in moisture sensitivity of asphalt pavement.” Transport Research Board, San Diego.
Taylor, M. A., and Khosla, N. P. (1983). “Stripping of asphalt pavements: State of the art.” Transp. Res. Rec., 911, 150–158.
Terrel, R. L., and Al-Swailmi, S. (1994). “Water sensitivity of asphalt–Aggregate mixes: Test selection.”, National Research Council, Washington, DC.
Tran, N., and Taylor, A. J. (2011). “Moisture resistance of sulfur-modified warm mix.” National Center for Asphalt Technology, Auburn Univ., Auburn, AL.
Vivar, E. D. P., and Haddock, J. E. (2006). “HMA pavement performance and durability.”, Indiana Dept. of Transportation, Indianapolis.
Webb, D., Sholar, G., Musselman, J., Upshaw, P., and Page, G. (2007). “An evaluation of asphalt treated permeable base.”, Florida State Material Office, Gainesville, FL.
Willis, J. R., Rodezno, C., Taylor, A., and Tran, N. (2014). “Evaluation of a rubber-modified mixture in alabama.”, National Center for Asphalt Technology, Auburn Univ., Auburn, AL.
Witczak, M. W., and Bari, J. (2004). “Development of a master curve (E*) database for lime modified asphaltic mixtures.” Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ.
Zhang, Y., Wang, L., Zhang, W., Diefenderfer, B. K., and Huang, Y. (2015). “Modified dynamic modulus test and customized prediction model of asphalt treated drainage layer materials for M-E pavement design.” Int. J. Pavement Eng., 1–11.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Sep 14, 2015
Accepted: Jan 19, 2016
Published online: Apr 21, 2016
Discussion open until: Sep 21, 2016
Published in print: Oct 1, 2016
Authors
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.