Detecting Flushing of Thin-Sprayed Seal Pavements Using Pavement Management Data
Publication: Journal of Transportation Engineering
Volume 138, Issue 5
Abstract
Flushing is a pavement surface defect that affects the structural integrity of thin-sprayed seal (chip seal) surfacings. Analysis was carried out on pavement performance data to determine the combination of factors that provides the best indication of flushing occurrence on in-service pavements. Data were sourced from the Long-Term Pavement Performance (LTPP) programme in New Zealand as well as from field testing. The LTPP data were analysed in four categories; pavement composition characteristics: traffic-related factors, climatic factors, and effects of other pavement defects. Factor and correlation analyses were used to determine and investigate the factors that showed significant relationships to flushing. Surface thickness, surface age, surfacing type, and rutting were found to have statistically significant correlations to flushing. Field testing provided data relating to the soil moisture environment under the pavement. The dry density and water content of soil were identified as having significant correlations to flushing. Regression analysis of the combination of these factors yielded a robust model to identify flushing.
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Acknowledgments
The authors thank the New Zealand Transport Agency (NZTA) for providing the LTPP data and thank OPUS International Ltd for their assistance with field testing.
Reference
Alderson, A. (2008). “Flushing distress mechanism in seals.” 1st Sprayed Sealing Conference—Cost Effective High Performance Surfacings. Adelaide, Australia, AARB Group Ltd., Vermount South, Australia.
Ball, G. F.A.Logan, T. C., and Patrick, J. E. (1999). “Flushing processes in chipseals: Effects of water.” Transfund New Zealand Research Report 156, Transfund New Zealand, Wellington.
Brown, D. N. (2005). “Measuring pavement condition data for the establishment of a long-term pavement performance study on New Zealand roads.” International Surface Friction Conference: Roads and Runways: Improving Safety through Assessment and Design, Christchurch, New Zealand, 1–4 May 2005, Transit New Zealand, Wellington, New Zealand.
Caro, S., Masad, E., Bhasin, A., and Little, D. N. (2008). “Moisture susceptibility of asphalt mixtures: Part 1. Mechanisms.” Int. J. Pavement Eng., 9(2), 81–98.IJPEF7
Cohen, J. (1988). Statistical power analysis for the behavioural sciences, 2nd Ed., Lawrence Erlbaum, Hillsdale, NJ.
Collop, A. C., and Cebon, D. (1995). “A parametric study of factors affecting flexible-pavement performance.” J. Transp. Eng.JTPEDI, 121(6), 485–494.
De Farias, M. M., and De Souza, R. O. (2009). “Correlations and analyses of longitudinal roughness indices.” Road Mater. Pavement Des., 10(2), 399–415.
Fuentes, L., Gunaratne, M., and Hess, D. (2010). “Evaluation of the effects of pavement roughness on skid resistance.” J. Transp. Eng., 136(7), 640–653.JTPEDI
Gransberg, D., and James, D. M.B. (2005). “Chip seal best practices.” National Cooperative Highway Research Program Synthesis 342, Transportation Research Board, Washington, DC.
Gransberg, D. D. (2007). “Using a New Zealand performance specification to evaluate U.S. chip seal performance.” J. Transp. Eng., 133(12), 688–695.JTPEDI
Gransberg, D. D., Pidwerbesky, B., and James, D. M. B. (2005). “Analysis of New Zealand chip seal design and construction practices.” 1st National Conference on Roadway Pavement Preservation, Kansas City, MO, October 2005, Transportation Research Board, Washington, DC.
Haider, S. W., Chatti, K., Buch, N., Lyles, R. W., Pulipaka, A. S., and Gilliland, D. (2007). “Effect of design and site factors on the long-term performance of flexible pavements.” J. Perform. Constr. Facil., 21(4), 283–292.JPCFEV
Hajek, J. J., and Haas, R. C.G. (1987). “Factor analysis of pavement distresses for surface condition predictions.” Transp. Res. Record J. Transp. Res. Board, 1117, 125–133.
Henning, T. F.P., Costello, S. B., Dunn, R. C.M., Parkman, C. C., and Hart, G. (2004). “The establishment of a long-term pavement performance study on the New Zealand state highway network.” Road Transp. Res., 13(2), 17–32.RTRREK
Hocking, R. R. (2003). Methods and applications of linear models: Regression and the analysis of variance, 2nd Ed., Wiley–Interscience, Hoboken, NJ.
Kendall, M. G., and Stuart, A. (1969). The advanced theory of statistics, volume 2, 3rd Ed., Griffin, London.
Kringos, N., and Scarpas, A. (2008). “Physical and mechanical moisture susceptibility of asphaltic mixtures.” Int. J. Solids Struct., 45(9), 2671–2685.IJSOAD
Krishnan, J. M., and Rao, C. L. (2001). “Permeability and bleeding of asphalt concrete using mixture theory.” Int. J. Eng. Sci., 39(6), 611–627.IJESAN
Lawson, W. D., and Senadheera, S. (2009). “Chip seal maintenance - solutions for bleeding and flushed pavement surfaces.” Transp. Res. Record J. Transp. Res. Board, 2108, 61–68.
Pallant, J. (2007). SPSS survival manual: A step by step guide to data analysis using SPSS for Windows (Version 15), 3rd Ed., Allen & Unwin, Crows Nest, NSW, Australia.
Park, T. (2007). “Causes of bleeding in a hot-in-place asphalt pavement.” Constr. Build. Mater., 21(12), 2023–2030.CBUMEZ
Raghuraj Rao, K., and Lakshminarayanan, S. (2007). “Partial correlation based variable selection approach for multivariate data classification methods.” Chemom. Intell. Lab. Syst., 86(1), 68–81.CILSEN
Read, J., and Whiteoak, D. (2003). The Shell Bitumen handbook, 5th Ed., Thomas Telford, London.
Roque, R., Anderson, D., and Thompson, M. (1991). “Effect of material, design, and construction variables on seal-coat performance.” Transp. Res. Record J. Transp. Res. Board, 1300, 108–115.
Salama, H. K., Chatti, K., and Haider, S. W. (2008). “Regression models for permanent deformation parameters using in-service pavement data from the SPS-1 experiment.” Int. J. Pavement Eng., 9(5), 317–328.IJPEF7
Shuler, S. (1999). “Design and construction of chip seals for high traffic volume.” ASTM Special Technical Publication 1348, West Conshohocken, PA, 96–114.
Skerritt, W. (1994). “Aggregate type and traffic volume as controlling factors in bituminous pavement friction.” Transp. Res. Record J. Transp. Res. Board, 1418, 22–29.
Smith, B. C., and Diefenderfer, B. K. (2008). “Comparison of nuclear and nonnuclear pavement density testing devices.” Transp. Res. Record J. Transp. Res. Board, 2081, 121–129.
Weissman, S. L. (1999). “Influence of tire-pavement contact stress distribution on development of distress mechanisms in pavements.” Transp. Res. Record J. Transp. Res. Board, 1655, 161–167.
Wilson, D. J., Henderson, R., Cenek, P., and Jamieson, N. (2009). “The influence of binder rise in reducing tire-road friction.” Transportation Research Board 88th Annual Meeting, 11–15 January, Transportation Research Board, Washington, DC.
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© 2012. American Society of Civil Engineers.
History
Received: Jun 7, 2011
Accepted: Sep 12, 2011
Published online: Sep 14, 2011
Published in print: May 1, 2012
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