Technical Papers
Dec 3, 2012

State of the Art: Permeability of Asphalt Concrete

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 1

Abstract

The findings of an extensive literature review on the permeability of hot-mix asphalt concrete are detailed in a state-of-the-art report on the measurement and interpretation of asphalt concrete permeability data. The permeability of asphalt concrete is affected by a range of factors with various levels of importance, which are reviewed along with their impact on the coefficient of permeability. Many theoretical, empirical, semiempirical, and numerical models have been developed to predict permeability, using a range of indicators. Some of these models are reviewed and their advantages and shortcomings discussed. Recent advances in X-ray tomography studies are also summarized. The review reveals that field permeability measurements are not reported to match numerically well with laboratory measurements, though there is some correlation. The reviewed test methods for permeability all rely on an assumption of laminar flow that is unlikely in more porous mixtures. Attempts to measure connected air voids improve the chances of obtaining more meaningful correlations between permeability and air voids, regardless of the mathematical model used to link the two quantities. The lift-thickness to nominal maximum aggregate size (NMAS) ratio and/or changes in the binder content has a less significant effect on permeability than changes in the porosity and/or mix gradation. Air void gradients and distributions in compacted asphalt concrete mixtures can now be assessed with X-ray techniques: the distribution of air voids appears to be nonuniform in laboratory-prepared specimens.

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Acknowledgments

The author wishes to thank Mr. T. J. Waters from Deception Bay in Queensland for his helpful review of early drafts of the manuscript and insightful comments and suggestions. Thanks to Miss A. R. Brown and Mr. P. R. A. Fidler for their much valued proofreading of the manuscript.

References

Abdullah, W., Obaidat, M., and Nazem, M. (1998). “Influence of aggregate type and gradation on voids of asphalt concrete pavements.” J. Mater. Civ. Eng., 76–85.
Al-Omari, A., and Masad, E. (2004). “Three dimensional simulation of fluid flow in X-ray CT images of porous media.” Int. J. Numer. Anal. Meth. Geomech., 28(13), 1327–1360.
Al-Omari, A., Tashman, L., Masad, E., Cooley, A., and Harman, T. (2002). “Proposed methodology for predicting HMA permeability.” J. Assoc. Asphalt Paving Technol., 71, 30–58.
Arambula, E., Masad, E., and Martin, A. E. (2007). “Influence of air void distribution on moisture susceptibility of asphalt mixes.” J. Mater. Civ. Eng., 655–664.
Bear, J. (1972). Dynamics of fluids in porous media, American Elsevier Publishing, New York.
Bhargava, A., Das, A., and Srivastava, R. (2012). “Estimation of permeability of porous asphalt mix.” Proc., Institution of Civil Engineers - Transport, 165(4), 303–310.
Brown, E. R., Hainin, M. R., Cooley, A., and Hurley, G. (2004a). “Relationships of HMA in-place air voids, lift thickness, and permeability—Vol. 1.” NCHRP web document 68 (Project 9-27), 〈http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w68v1.pdf〉 (Jun. 12, 2012).
Brown, E. R., Hainin, M. R., Cooley, A., and Hurley, G. (2004b). “Relationships of HMA in-place air voids, lift thickness, and permeability—Vol. 2.” NCHRP web document 68 (Project 9-27), 〈http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w68v2.pdf〉 (Jun. 12, 2012).
Brown, E. R., Hainin, M. R., Cooley, A., and Hurley, G. (2004c). “Relationships of HMA in-place air voids, lift thickness, and permeability—Vol. 3.” NCHRP web document 68 (Project 9-27), 〈http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w68v3.pdf〉 (Jun. 12, 2012).
Brown, E. R., Hainin, M. R., Cooley, A., and Hurley, G. (2004d). “Relationships of HMA in-place air voids, lift thickness, and permeability—Vol. 4.” NCHRP web document 68 (Project 9-27), 〈http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w68v4.pdf〉 (Jun. 12, 2012).
Carman, P. C. (1938). “The determination of the specific surface of powders.” J. Soc. Chem. Ind. Trans., 57, 225–234.
Carman, P. C. (1956). Flow of gases through porous media, Butterworths Scientific Publications, London.
Caro, S., Masad, E., Bhasin, A., and Little, D. N. (2008a). “Moisture susceptibility of asphalt mixtures, Part 1: Mechanisms.” Int. J. Pavement Eng., 9(2), 81–98.
Caro, S., Masad, E., Bhasin, A., and Little, D. N. (2008b). “Moisture susceptibility of asphalt mixtures, Part 2: Characterization and modelling.” Int. J. Pavement Eng., 9(2), 99–114.
Carrier, W. D., III. (2003). “Goodbye, Hazen; Hello, Kozeny-Carman.” J. Geotech. Geoenviron. Eng., 1054–1056.
Chen, J., Lin, K., and Young, S. (2004). “Effects of crack width and permeability on moisture induced damage of pavements.” J. Mater. Civ. Eng., 276–282.
Choubane, B., Page, G. C., and Musselman, J. A. (1998). “Investigation of water permeability of coarse graded Superpave pavements.” J. Assoc. Asphalt Paving Technol., 67, 254–276.
Cooley, L. A., Jr. (1999). “Permeability of Superpave mixtures: Evaluation of field permeameters.”, National Centre for Asphalt Technology, Auburn Univ., Auburn, AL.
Cooley, L. A., Jr., Brown, E. R., and Maghsoodloo, S. (2001). “Development of critical field permeability and pavement density values for coarse-graded Superpave pavements.”, National Centre for Asphalt Technology, Auburn Univ., Auburn, AL.
Cooley, L. A., Jr., Prowell, B. D., and Brown, E. R. (2002). “Issues pertaining to the permeability characteristics of coarse-graded Superpave mixes.” J. Assoc. Asphalt Paving Technol., 71, 1–29.
Darcy, H. (1856). Les Fontaines Publiques de la Ville de Dijon, Libraire des Corps, Imperiaux des Ponts et Chaussess et des mines, Paris.
Gerke, R. J. (1982). “In situ testing of infiltration of water through road pavements.” Proc., 11th Australian Road Research Board Conf., Part 2, Australian Road Research Board, Melbourne, VIC, Australia 178–192.
Gogula, A., Hossain, M., Romanoschi, S., and Fager, G. (2003). “Correlation between the laboratory and field permeability values for the Superpave pavements.” Proc., 2003 Mid-Continent Transportation Research Symp., 〈http://www.ctre.iastate.edu/pubs/midcon2003/gogulasuperpave.pdf〉 (May 22, 2012).
Goode, J. F., and Lufsey, L. A. (1965). “Voids, permeability, film thickness vs. asphalt hardening.” J. Assoc. Asphalt Paving Technol., 34, 430–463.
Hainin, M. R., Cooley, L. A., Jr., and Prowell, B. D. (2003). “An investigation of factors influencing permeability of Superpave mixes.” Proc., 82nd Annual Meeting of Transportation Research Board (CD-ROM), Transportation Research Board, Washington, DC.
Hazen, A. (1892). “Some physical properties of sands and gravels, with special reference to their use in filtration.” 24th Annual Rep. Pub. Doc. No. 34, Massachusetts State Board of Health, Boston, 539–556.
Hazen, A. (1911). “Discussion of ‘Dams on sand foundations’ by A. C. Koenig.” Trans. Am. Soc. Civ. Eng., 73, 199–203.
Hewitt, C. (1991). “A study of asphalt permeability.” B.E. thesis, Univ. of Central Queensland, Rockhampton, Australia.
Huang, B., Mohammad, L. N., Raghavendra, A., and Abadie, C. (1999). “Fundamentals of permeability in asphalt mixtures.” J. Assoc. Asphalt Paving Technol., 68, 479–500.
Jaeger, C. (1956). Engineering fluid mechanics, Blackie and Son, London.
Kanitpong, K., Benson, C. H., and Bahia, H. U. (2001). “Hydraulic conductivity (permeability) of laboratory-compacted asphalt mixtures.”, Transportation Research Board, Washington, DC, 25–32.
Kari, W. J., and Santucci, L. E. (1963). “Control of asphalt concrete construction by the air permeability test.” J. Assoc. Asphalt Paving Technol., 32, 148–170.
Kassem, E., Masad, E., Lytton, R., and Bulut, R. (2009). “Measurements of the moisture diffusion coefficient of asphalt mixtures and its relationship to mixture composition.” Int. J. Pavement Eng., 10(6), 389–399.
Kozeny, J. (1927). “Üeber kapillare Leitung des Wassers in Boden.” Wien. Akad. Wiss., 136(2a), 271–306 (in German).
Kringos, N., Scarpas, A., Copeland, A., and Youtcheff, J. (2008a). “Modelling of combined physical-mechanical moisture induced damage in asphaltic mixtures, Part 2: Moisture susceptibility parameters.” Int. J. Pavement Eng., 9(2), 129–151.
Kringos, N., Scarpas, T., Kasbergen, C., and Selvadurai, P. (2008b). “Modelling of combined physical-mechanical moisture induced damage in asphaltic mixtures, Part 1: Governing processes and formulations.” Int. J. Pavement Eng., 9(2), 115–128.
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.
Kumar, A., and Goetz, W. H. (1977). “Asphalt hardening as affected by film thickness, voids and permeability in asphaltic mixtures.” J. Assoc. Asphalt Paving Technol., 46, 571–605.
Kutay, M. E., and Aydilek, A. H. (2007). “Dynamic effects on moisture transport in asphalt concrete.” J. Transp. Eng., 406–414.
Kutay, M. E., Aydilek, A. H., Masad, E., and Harman, T. (2007). “Computational and experimental evaluation of hydraulic conductivity anisotropy in hot-mix asphalt.” Int. J. Pavement Eng., 8(1), 29–43.
Kutay, M. E., and Ozturk, H. I. (2012). “Investigation of moisture dissipation in foam-based warm mix asphalt using synchrotron-based X-ray microtomography.” J. Mater. Civ. Eng., 674–683.
Leibenberg, J., Rossman, D., and Fletcher, E. (2004). “Asphalt mix design and construction: a selection of possible pitfalls.” Proc., 8th Conf. on Asphalt Pavements for Southern Africa (CAPSA ‘04), The Asphalt Academy CSIR, Transportek, Pretoria, South Africa.
Li, H., Jiao, J. J., and Luk, M. (2004). “A falling pressure method for measuring air permeability of asphalt in laboratory.” J. Hydrol., 286(1–4), 69–77.
Liu, Q., and Cao, D. (2009). “Research on material composition and performance of porous asphalt pavement.” J. Mater. Civ. Eng., 135–140.
Mallick, R. B., Cooley, L. A., Jr., Teto, M. R., Bradbury, R. L., and Peabody, D. (2003). “An evaluation of factors affecting permeability of Superpave designed pavements.”, National Centre for Asphalt Technology, Univ. of Auburn, Auburn, AL.
Masad, E., Al-Omari, A., and Lytton, R. (2006). “Simple method for predicting laboratory and field permeability of hot-mix asphalt.”, Transportation Research Board, Washington, DC, 55–63.
Masad, E., Birgisson, B., Al-Omari, A., and Cooley, A. (2004). “Analytical derivation of permeability and numerical simulation of fluid flow in hot-mix asphalt.” J. Mater. Civ. Eng., 487–496.
Masad, E., Jandhyala, V. K., Dasgupta, N., Somadevan, N., and Shashidhar, N. (2002a). “Characterization of air void distribution in asphalt mixes using X-ray computed tomography.” J. Mater. Civ. Eng., 122–129.
Masad, E., Muhunthan, B., and Crowe, C. (2002b). “Numerical modelling of fluid flow in microscopic images of granular materials.” Int. J. Num. Anal. Meth. Geomech., 26(1), 53–74.
Masad, E., Muhunthan, B., and Martys, N. (2000). “Simulation of fluid flow and permeability in cohesionless soils.” Water Resour. Res., 36(4), 851–864.
Masad, E., Muhunthan, B., Shashidhar, N., and Harman, T. (1999). “Internal structure characterization of asphalt concrete using imaging analysis.” J. Comput. Civ. Eng., 88–95.
Maupin, G. W., Jr. (2000). “Asphalt permeability testing in Virginia.”, Transportation Research Board, Washington, DC, 83–91.
Maupin, G. W., Jr. (2001). “Asphalt permeability testing-sample preparation & testing variability.”, Transportation Research Board, Washington, DC, 33–39.
McLaughlin, J. F., and Goetz, W. H. (1955). “Permeability, void content, and durability of bituminous concrete.” Highw. Res. Board Proc., 34, 274–286.
Mohammad, L., Herath, A., and Huang, B. (2003). “Evaluation of permeability of Superpave asphalt mixtures.”, Transportation Research Board, Washington, DC, 50–58.
Monroe, R. W. (1992). “Evaluation of asphalt mix permeability.”, Iowa Dept. of Transportation, Ames, IA.
Mullen, W. G. (1967). “Beam flexure and permeability testing of bituminous pavement samples.” J. Assoc. Asphalt Paving Technol., 36, 615–631.
Nataatmadja, A. (2010). “The use of hyperbolic function for predicting critical permeability of asphalt.” Proc., 24th ARRB Conf.—Building on 50 years of road and transport research, ARRB Group, Melbourne, VIC, Australia(CD-ROM).
Olson, R. E., and Daniel, D. E. (1981). “Measurement of the hydraulic conductivity of fine-grained soils.” Permeability and groundwater containment transport, ASTM STP 746, T. F. Zimmie and C. O. Riggs, eds. ASTM, West Conshohocken, PA, 18–64.
Parkin, A. K. (1971). “Field solutions for turbulent seepage flow.” J. Soil Mech. Found. Div., 97(1), 209–218.
Reed, J. R., and Kibler, D. F. (1983). “Hydraulic resistance of pavement surfaces.” J. Transp. Eng., 286–296.
Smith, R. W., and Gotolski, W. H. (1969). “A study of physical factors affecting the durability of asphaltic pavements.”, Pennsylvania State Univ., University Park, PA.
Tan, S. A., Fwa, T. F., and Guwe, Y. K. (2000). “New apparatus for measuring the drainage properties of unbound granular aggregates.” Proc. 5th Int. Symp. on Unbound Aggregates in Road Construction, A. R. Dawson, ed., Balkema, Rotterdam, the Netherlands, 63–67.
Tarefder, R. A., Luther, W., and Zaman, M. (2005). “Neural network model for asphalt concrete permeability.” J. Mater. Civ. Eng., 19–27.
Tarefder, R. A., Zaman, M. M., and Hobson, K. (2002). “Evaluating the CoreLok measurement of bulk specific gravity for hot mix asphalt samples.” J. Test. Eval., 30(4), 274–282.
Taylor, D. W. (1956). Soil mechanics, Wiley, New York.
Vardanega, P. J. (2011). “A simple prediction model for asphalt surface texture incorporating mix gradation and air voids.” Road Transp. Res., 20(3), 14–32.
Vardanega, P. J., Nataatmadja, A., Waters, T. J., and Ramanujam, J. (2008). “A study of asphalt permeability: Empirical permeability models.” Proc. of 23rd ARRB Conf.—Research Partnering with Practitioners, ARRB Group, Melbourne, VIC, Australia(CD-ROM).
Vardanega, P. J., and Waters, T. J. (2011). “Analysis of asphalt concrete permeability data using representative pore size.” J. Mater. Civ. Eng., 169–176.
Vivar, E., and Haddock, J. E. (2007). “Hot-mix asphalt permeability and porosity.” J. Assoc. Asphalt Paving Technol. 76, 953–979.
Waters, T. J. (1986). “Voids in asphalt concrete.”, Main Roads Internal Rep., Dept. of Transport and Main Roads, Brisbane, Australia.
Waters, T. J. (1990). “A study of the infiltration properties of road surface materials.” MAppSc thesis, Queensland Univ. of Technology, Brisbane, Australia.
Waters, T. J. (1993). “Categorisation of asphalt on the basis of permeability and normalized air voids.”, Queensland Dept. of Transport and Main Roads, Brisbane, Australia.
Waters, T. J. (1998). “A study of water infiltration through asphalt road surface materials.” Proc., Int. Symp. on Subdrainage in Roadway Pavements and Subgrades, Asociación Técnica de Carreteras, Madrid, Spain, 311–317.
Waters, T. J., and Vardanega, P. J. (2009). “Re-examination of the coefficient of determination (r2) using road materials engineering case studies.” Road Transp. Res., 18(3), 3–11.
Westerman, J. R. (1998). “AHTD’s experience with Superpave permeability.” Proc., Arkansas Superpave Symp., Little Rock, AR 〈http://www.utexas.edu/research/superpave/articles/jrw10a.html〉 (Sep. 29, 2012).
Wielinski, J. C. (2007). “Investigation of permeable asphalt treated base in Alabama.” M.S. thesis, Auburn Univ., Auburn, AL.
Zube, E. (1962). “Compaction of asphalt concrete pavement as related to the water permeability test.” Proc., 41st Annual Meeting Highway Research Board, Transportation Research Board, Washington, DC, 12–37.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 1January 2014
Pages: 54 - 64

History

Received: Jun 12, 2012
Accepted: Nov 30, 2012
Published online: Dec 3, 2012
Discussion open until: May 3, 2013
Published in print: Jan 1, 2014

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P. J. Vardanega, Ph.D. [email protected]
M.ASCE
Lecturer, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol, BS8 1TR, U.K.; formerly, Research Associate, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K. E-mail: [email protected]

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