Abstract
Porous asphalt concrete (PAC) is an open-graded friction course that is specifically designed to have high air void contents for removing water from the pavement surface. PAC surfaces, which include open-graded friction courses, permeable friction courses, and drainage asphalt pavements, have increasingly gained acceptance among agencies and industry in the world. PAC might be susceptible to freeze-thaw damage in cold climates and require winter maintenance practices. The life span of PAC pavements shows a large variation depending on climates, traffic volumes and loadings, design and construction practices. The objective of this paper was to review design, construction, and performance that could maximize the advantages and minimize the disadvantages associated with the use of PAC mixtures. A consolidated review of the worldwide literature on PAC applications was conducted, with attention to the use of PAC in agency practices, and specifications for PAC from the world were evaluated. Based on an analysis of the results of this review, two key features were emphasized: (1) a recommended practice for material selection and design of PAC, and (2) a recommended practice for PAC construction and maintenance. Key points include a careful assessment of the PAC drainage and an adequate asphalt content to improve the performance of the pavement surface. A proper binder content stabilized by additives such as fibers and polymers is essential to ensure sufficient film thickness that is critical to the durability of the PAC mix in the long run.
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30 September 2020
The article Porous asphalt concrete: A review of design, construction, performance and maintenance, written by Jian-Shiuh Chen and Chin Hung Yang, was originally published electronically on the publisher’s internet portal on 30 September 2020 without open access. With the author(s)’ decision to opt for Open Choice the copyright of the article changed on 30 September 2020 to © The Author(s) 2020 and the article is forthwith distributed under a Creative Commons Attribution 4.0 International License (<ExternalRef><RefSource>https://creativecommons.org/licenses/by/4.0/</RefSource><RefTarget Address="https://creativecommons.org/licenses/by/4.0/" TargetType="URL"/></ExternalRef>), which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made.
References
H.A. Smith, Performance Characteristics of Open-graded Friction Courses, Synthesis of Highway Practice 180, Transportation Research Board, Washington DC, USA, 1992.
G. Lefebvre, Porous Asphalt, Permanent International Association of Road Congresses, Paris, France, 1993.
G. Huber, Performance Survey on Open-Graded Friction Course Mixes, Synthesis of Highway Practice 284, NCHRP, Transportation Research Board, Washington DC, USA, 2000.
L.A. Cooley, J.W. Brumfield, R.B. Mallick, W.S. Mogawer, M. Partl, L. Poulikakos, G. Hicks, Construction and Maintenance Practices for Permeable Friction Courses, NCHRP Report 640, Transportation Research Board, Washington DC, USA, 2009.
D.E. Watson, N.H. Tran, C. Rodezno, A.J. Taylor, T.M. James, Performance-Based Mix Design for Porous Friction Courses. NCHRP Report 877. Transportation Research Board, Washington DC, USA, 2018.
J. Donbavand, Skidding Resistance of Road Surfaces — Implication for New Zealand, Transit New Zealand, Wellington, New Zealand, 1989.
A. Ongel, E. Kohler, J. Harvey, Principal components regression of onboard sound intensity levels, J. Transp. Eng. 134(2) (2008) 459–466.
P. Rungruangvirojn, K. Kanitpong, Measurement of visibility loss due to splash and spray: porous, SMA and conventional asphalt pavements, Inter. J. Pavement Eng. 11(4) (2010) 499–510.
M. Onyango, M. Woods, Analysis of the Utilization of Open-Graded Friction Course (OGFC) in the United States, International Conference on Highway Pavements and Airfield Technology, Philadelphia, Pennsylvania, 2017.
E. Alvarez, A. Epps Martin, C. Estakhri, J. W. Button, C. Glover, S. H. Jung, Synthesis of Current Practice on the Design, Construction, and Maintenance of Porous Friction Courses. FHWA/TX-06/0-5262-1. Texas Transportation Institute, Texas A&M University, TX, USA, 2006.
National Cooperative Highway Research Program (NCHRP). Open-Graded Friction Course for Highways. Synthesis of Highway Practice 49. Transportation Research Board, Washington DC, USA, 1978.
J.C. Nicholls, Review of UK Porous Asphalt Trials. TRL Report 264, Transport Research Laboratory, London, UK, 1997.
Japan Road Association, Guideline for Drainage Pavement Technology, Tokyo, Japan, 1996 (in Japanese).
M.A. Hernandez-Saenz, S. Caro, E. Arambula-Mercado, A.E. Martin, Mix design, performance and maintenance of permeable friction courses (PFC) in the United States: State of the Art, Constr. Build. Mater. 111 (2016) 358–367.
J.S. Chen, C.H. Yang, C.T. Lee, Field evaluation of porous asphalt course for life-cycle cost analysis, Constr. Build. Mater. 221 (2019) 20–26.
European Standards, Bituminous mixtures. Material specifications. Porous Asphalt, BS EN 13108-7. EU, Brussels, Belgium, 2016.
J. M. M. Molenaar, A. A. A. Molenaar, An investigation into the contribution of the bituminous binder to the resistance to raveling of porous asphalt. 2nd Eurasphalt & Eurobitume Congress, Barcelona, Spain, 2000.
German Asphalt Pavement Association, Asphalt Surface Courses Skid Resistance, German Construction Industry Federation, Berlin, German, 2006.
J.S. Chen, Y.J. Sun, M.C. Liao, C.C. Huang, Effect of binder types on engineering properties and performance of porous asphalt concrete, Transp. Res. Rec. 2293 (2012) 55–62.
A. Varveri, Porous asphalt in the Netherlands: current state and future challenges. Presentation at the 99th Transportation Research Board Annual Meeting, Washington DC, USA, 2020.
J.T. van der Zwan, T. Goeman, H.J.A.J. Gruis, J.H. Swart, R.H. Oldenburger, Porous asphalt wearing courses in the Netherlands: state of the art review, Transp. Res. Rec. 1265 (1990) 95–110.
C.K. Estakhri, A. E. Alvarez, A. Epps Martin, Guidelines on Construction and Maintenance of Porous Friction Courses in Texas. Report 0-5262-2, Texas Transportation Institute, Texas A&M University, College Station, TX, USA, 2008.
E. Arambula-Mercado, R. A. Hill, S. Caro, L. Manrique, E. S. Park, Understanding Mechanisms of Raveling to Extend Open Graded Friction Course (OGFC) Service Life. BDR74-977-04, Texas Transportation Institute, Texas A&M University, TX, USA, 2016.
A.E. Alvarez, A. Epps Martin, C. Estakhri, Internal structure of compacted permeable friction course mixes, Constr. Build. Mater. 24 (2010) 1027–1035.
W. Tappeiner, Open-Graded Asphalt Friction Course. Information Series 115. National Asphalt Pavement Association, Lanham, MD, USA, 1993.
P.S. Kandhal, Design, Construction, and Maintenance of Open-Graded Asphalt Friction Courses. Information Series 115, National Asphalt Pavement Association, Lanham, MD, USA, 2002.
S. Shimeno, A. Oi, T. Tanaka, Evaluation and further development of porous asphalt pavement with 10 years experience in Japanese expressways. Proceedings of the 11th International Conference on Asphalt Pavements, Nagoya, Japan, 2010.
K.J. Kowalski, R.S. McDaniel, A. Shah, J. Olek, Long-term monitoring of noise and frictional properties of three pavements dense-graded asphalt, stone matrix asphalt, and porous friction course, Transp. Res. Rec. 2127 (2009) 12–19.
R. B. Kogbara, E.A. Masad, E. Kassem, T. Scarpas, K. Anupam, A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements, Constr. Build. Mater. 114 (2016) 602–617.
D. Newcomb, L. Scofield, Quiet Pavements Raise the Roof in Europe, Hot Mix Asphalt Technol. 9(5) (2004) 22–28.
A.F. Smit, Synthesis of NCAT Low-Noise HMA Studies. NCAT Report 08-01. National Center for Asphalt Technology, Auburn, University, Auburn, AL, USA, 2008.
K.R. Hansen, Porous Asphalt Pavements for Stormwater Management: Design, Construction, and Maintenance. IS-131, National Asphalt Pavement Association, MD, USA, 2008.
T. Asaeda, Characteristics of permeable pavement during hot summer weather and impact on the thermal environment, Build. Environ. 35(3) (2000) 363–375.
J.J. Stempihar, T. Pourshams-Manzouri, K.E. Kaloush, M.C. Rodezno, Porous asphalt pavement temperature effects for urban heat island analysis, Transp. Res. Rec. No.2293 (2012) 123–130.
H. Li, J.T. Harvey, T.J. Holland, M. Kayhanian, The use of reflective and permeable pavements as a potential practice for heat island mitigation and storm water management, Environ. Res. Letters 8(1) (2013) 015023.
R. Bernhard, R. L. Wayson, An Introduction to Tire/Pavement Noise of Asphalt Pavement, Purdue University and University of Central Florida, IN, USA, 2004.
W. Jones, Quiet pavement — Coming to a Highway Near You. Asphalt, The Magazine of the Asphalt Institute, Summer, FL, USA, 2005, p. 24–25.
P.R. Donavan, Effect of porous pavement on wayside traffic noise levels, Transp. Res. Rec. 2403 (2014) 28–36.
P.R. Donavan, L.M. Pierce, D.M. Lodico, J.L. Rochat, H.S. Knauer, Evaluating Pavement Strategies and Barriers for Noise Mitigation. NCHRP Report 738. Transportation Research Board of the National Academies, Washington DC, USA, 2013.
T. Bennert, D. Hanson, A. Maher, N. Vitillo, Influence of pavement surface type on tire/pavement generated noise, J. Test. Eval. 33(1) (2005) 102–108.
Danish Road Institute, Noise Reducing Pavements-State of the Art in Denmark. Report 141. DRI. Road Directorate, Ministry of Transport, Denmark, 2005.
R.S. McDaniel, A. Shah, T. Dare, R. Bernhard, Hot Mix Asphalt Surface Characteristics Related to Ride, Texture, Friction, Noise and Durability. Report MN/RC 2014-07. Minnesota Department of Transportation, St. Paul, MN, USA, 2014.
R.l. Wayson, Relationship Between Pavement Surface Texture and Highway. NCHRP Synthesis of Highway Practice 268. Washington DC, USA, 1998.
K. P. Biligiria, G. B. Wayb, Noise-damping characteristics of different pavement surface wearing courses, Road Mater. Pavement Des. 15(4) (2014) 925–941.
F.G. Pratico, A. Moro, Permeability and volumetrics of porous asphalt concrete — a theoretical and experimental investigation, Road Mater. Pavement Des. 8(4) (2007) 799–817.
N. Okamoto, F. Tai, Y. Arao, Study on drainage performance of porous asphalt pavements by rainfall simulation testing. 11th International Conference on Asphalt Pavements, Nagoya Aichi, Japan, 2010.
R.W. Smith, J.M. Rice, S.R. Spelman, Design of Open-Graded Asphalt Friction Courses, RD-74-002. Federal Highway Administration, Washington DC, USA, 1974.
P.S. Kandhal, R.B. Mallick, Design of New-Generation Open-Graded Friction Course. NCAT Report 99-03. National Center for Asphalt Technology, Auburn University, AL, USA, 1999.
Federal Highway Administration. Open-Graded Friction Courses FHWA Mix Design Method. Technical Advisory T 5040.31. Federal Highway Administration, U.S. Department of Transportation, Washington DC, USA, 1990.
E. Alvarez, Epps Martin, A., Estakhri, C., Izzo, R. Determination of volumetric properties for permeable friction course mixtures, J. Test. Eval. 37(1) (2009) 1–10.
American Society for Testing and Materials, Standard Practice for Open-Graded Friction Course (OGFC) Mix Design. ASTM D7064. ASTM International, West Conshohocken, PA, USA, 2013.
American Association of State Highway and Transportation Officials, Standard Practice for Materials Selection and Mixture Design of Permeable Friction Courses (PFCs). AASHTO PP 77. AASHTO, Washington DC, USA, 2014.
A. Ruiz, R. Alberola, F. Pérez, B. Sanchez, Porous asphalt mixtures in Spain, Transp. Res. Rec. 1265 (1990) 87–94.
T. Isenring, H. Koster, I. Scazziga, Experiences with Porous Asphalt in Switzerland, Transp. Res. Rec. 1265 (1990) 41–53.
J.S. Chen, W.C. Hsieh, M.C. Liao, Effect of coarse aggregate shape on engineering properties of stone mastic asphalt applied to airport pavements, Inter. J. Pavement Res. Technol. 6(5) (2013) 595–601.
B. D. Prowell, L. A. Cooley, and R. J. Schreck. Virginia’s experience with 9.5-mm nominal-maximum-aggregate-size stone matrix asphalt, Transp. Res. Rec. 1813 (2002) 133–141.
Public Construction Commission, Porous Asphalt Concrete. PCC Designation: 02798. Executive Yuan, Taipei, Taiwan, 2014 (in Chinese).
A.E. Alvarez, A. Epps Martin, C. Estakhri, A review of mix design and evaluation research for permeable friction course mixtures, Constr. Build. Mater. 25 (2011) 1159–1166.
J.S. Chen, M.S., Shiah, H.J. Chen, Quantification of coarse aggregate shape and its effect on engineering properties of hot-mix asphalt mixtures, J. Test. Eval. 29(6) (2001) 513–519.
B.J. Putman, OGFC in South Carolina: experience and evolution. Presentation at the 99th Transportation Research Board Annual Meeting, Washington DC, USA, 2020.
T. Mansour, B.J. Putman, Influence of aggregate gradation on the performance properties of porous asphalt mixtures, J. Mater. Civ. Eng. 25(2) (2013) 281–288.
D. Martin, B.J. Putman, A.I. Neptune, Influence of aggregate gradation on clogging characteristics of porous asphalt mixtures, J. Mater. Civ. Eng. 26(7) (2014) 04014026.
D.E. Watson, K. A. Moore, K. Williams, L. A. Cooley, Refinement of new-generation open-graded friction course mix design, Transp. Res. Rec. 832 (2003) 78–85.
J.S. Chen, M.C. Liao, C.H. Lin, Determination of polymer content in modified bitumen, Mater. Struct. 36 (2003) 594–598.
A. Saiton, Advantages of asphalt rubber binder for porous asphalt concrete, Transp. Res. Rec. 1265 (1990) 69–81.
S.N. Suresha, G. Varghese, A.U. Ravi Shankar, A comparative study on properties of porous friction course mixes with neat bitumen and modified binders, Constr. Build. Mater. 23 (2009) 1211–1217.
J.S. Chen, K.Y. Lin, Mechanism and behavior of bitumen strength reinforcement using fibers, J. Mater. Sci. 40(1) (2005) 87–95.
R.B. Mallick, P.S. Kandhal, L.A. Cooley, D.E. Watson, Design, construction and performance of new-generation open-graded friction courses, J. Assoc. Asphalt Paving Technol. 69 (2000) 391–423.
K.R. Lyons, B.J. Putman, Laboratory evaluation of stabilizing methods for porous asphalt mixtures, Constr. Build. Mater. 49 (2013) 772–780.
M.C. Liao, J.S. Chen, G.D. Airey, S.J. Wang, Rheological behavior of bitumen mixed with Trinidad lake asphalt, Constr. Build. Mater. 66 (2014) 361–367.
B.J. Putman, K.R. Lyons, Laboratory evaluation of long-term draindown of porous asphalt mixtures, J. Mater. Civ. Eng. 27(10) (2015) 04015009.
E. Fletcher, A.J. Theron, Performance of Open Graded Porous Asphalt in New Zealand. NZ Transport Agency research report 455. Wellington, New Zealand, 2011.
R. A. Tarefder, M. Ahmad, Evaluating the relationship between permeability and moisture damage of asphalt concrete pavements, J. Mater. Civ. Eng. 27 (2015) 04014172.
E. Coleri, M. Kayhanian, J. T. Harvey, Permeability of porous friction course pavements before and after accelerated pavement tests, Transp. Res. Rec. 2456 (2014) 21–29.
J.S. Chen, M.C. Liao, C.C. Huang, C.H. Wang, Fundamental characterization of engineering properties of Gussasphalt mixtures, J. Mater. Civ. Eng. 23 (2011) 1719–1726.
L.T. Mo, M. Huurman, M.F. Woldekidan, Investigation into material optimization and development for improved ravelling resistant porous asphalt concrete, Mater. Des. 31(7) (2010) 3194–3206.
V. Ranieri, J. J. Sansalone, S. Shuler, Relationships among gradation curve, clogging resistance, and pore-based indices of porous asphalt mixes, Road Mater. Pavement Des. 11(Supp.1) (2010) 507–525.
J.S. Chen, S.Y. Wong, K.Y. Lin, Quantification of movements of flat and elongated particles in hot mix asphalt subject to wheel load test, Mater. Struct. 38 (2005) 395–402.
H. Moseley. Recent advancements in the Use of open-graded friction courses in Florida. Presentation at the 99th Transportation Research Board Annual Meeting, Washington DC, USA, 2020.
A. Ongel, J. Harvey, E. Kohler, State of the Practice 2006 for Open-Graded Asphalt Mix Design. Report No. UCPRC-TM-2008-07. University of California Pavement Research Center, CA, USA, 2007.
R.M. Huurman, L. Mo, M.F. Woldekidan, Unravelling porous asphalt concrete towards a mechanistic material design tool, Road Mater. Pavement Des. 11(3) (2010), 583–612.
P. J. Vardanega, State of the art: permeability of asphalt concrete, J. Mater. Civ. Eng. 26(1) (2014) 54–64.
J. Huang, J. Pei, Y. Li, H. Yang, R. Li, J. Zhang, Y. Wen, Investigation on aggregate particles migration characteristics of porous asphalt concrete (PAC) during vibration compaction process, Constr. Build. Mater. 243 (2020) 118153.
J. J. Stempihar, T. Pourshams-Manzouri, K. E. Kaloush, M. C. Rodezno, Porous asphalt pavement temperature effects for urban heat island analysis, Transp. Res. Rec. 2293 (2012) 123–130.
B.J. Putman, Evaluation of Open-Graded Friction Courses: Construction, Maintenance, and Performance. FHWA-SC-12-04, South Carolina Department of Transportation, Columbia, South Carolina, CA, USA, 2012.
R. West, A review of NCAT research on open-graded friction course layers. Presentation at the 99th Transportation Research Board Annual Meeting, Washington DC, USA, 2020.
U.S. Department of Transportation, Hot-Mix Asphalt Paving Handbook, Washington DC, USA, 2000.
J.S. Chen, C.C. Huang, Effect of surface characteristics on bonding properties of bituminous tack coat, Transp. Res. Rec. 2180 (2010) 142–149.
K.W. Liu, Alvarez, A. E., Epps Martin, A., Dossey, T., Smit, A., Estakhri, C.K. Synthesis of Current Practice on Permeable Friction Courses: Performance, Design, Construction, and Maintenance. Report No 0-5836-1, Texas Transportation Institute- Texas A&M University, College Station, TX, 2010.
L.M. Moore, R.G. Hicks, Design, construction and maintenance guidelines for porous asphalt pavement, Transp. Res. Rec. 1778 (2001) 91–99.
National Center for Asphalt Technology, High friction surfaces gain traction at NCAT, Asphalt Technol. News 26(2) (2014) 20–23.
I. Holleran, Toward sustainable porous asphalt surfacings in New Zealand. Presentation at the 99th Transportation Research Board Annual Meeting, Washington DC, USA, 2020.
B. Yu, L. Jiao, F. Ni, J. Yang, Long-term field performance of porous asphalt pavement in China, Road Mater. Pavement Des. 16(1) (2015) 214–226.
K. Kubo, T. Ayabe, O. Kamada, Typical distress of drainage asphalt pavement in Japan. 11th International Conference on Asphalt Pavements, Nagoya Aichi, Japan, 2010.
H. Iwata, T. Watanabe, T. Saito, Study on the Performance of Porous Asphalt Pavement on Winter Road Surface Conditions. World Road Association (PIARC), XIth International Winter Road Congress, Sapporo, Japan, 2002.
R.X. Jing, A. Varveri, X.Y. Liu, A. Scarpas, S. Erkens, Laboratory and field aging effect on bitumen chemistry and rheology in porous asphalt mixture, Transp. Res. Rec. 2673(3) (2019) 365–374.
R.S. McDaniel, W. Thornton, J. Gomez. Field Evaluation of Porous Asphalt Pavement. Final Report SQDH 2004-3, Purdue University, West Lafayette, IN, USA, 2004.
C.B. Nielsen, Raveling of Porous Pavements: Assessment of Test Sections. Technical Note 48. Road Directorate, Denmark, 2007.
A.A.A. Molenaar, E.T. Hagos, M. F. C. van de Ven, Effects of aging on the mechanical characteristics of bituminous binders in PAC, J. Mater. Civ. Eng. 22(6) (2010) 779–787.
M.O. Hamzah, M. R. M. Hasan, M. Van de Ven, Permeability loss in porous asphalt due to binder creep, Constr. Build. Mater. 30(1) (2012) 10–15.
J.S. Chen, W. Hsieh, M.C. Liao, Evaluation of functional properties of porous asphalt pavements subjected to clogging and densification of air voids, Transp. Res. Rec. 2369 (2013) 68–76.
E. Pucher, J. Litzka, J. Haberl, J. Girard, Report on recycling of porous asphalt in comparison with dense asphalt. SILVIA-036-01-WP3-260204. Sustainable Road Surfaces for Traffic Noise Control, European Commission, Brussels, Belgium, 2004.
J.C. Nicholls, I. Carswell, The Design of Porous Asphalt Mixtures to Performance-Related Criteria. TRL Report 497, Transport Research Laboratory, London, UK, 2001.
A. Alderson, The Design of Open Graded Asphalt. CR C5151. Australian Asphalt Pavement Association, Melbourne, Australia, 1996.
G. van Heystraeten, C. Moraux, Ten years’ experience of porous asphalt in Belgium, Transp. Res. Rec. 1265 (1990) 34–40.
J.S. Chen, C.H. Lin, E. Stein, J. Hothan, Development of a mechanistic-empirical model to characterize rutting in flexible pavements, J. Transp. Eng. 130(4) (2004) 519–525.
N.A. Shirke, S. Shuler, Cleaning porous pavements using a reverse flush process, J. Transp. Eng. 135(7) (2009) 832–838.
S. Takahashi, Comprehensive study on the porous asphalt effects on expressways in Japan: based on field data analysis in the last decade, Road Mater. Pavement Des. 14(2) (2013) 239–259.
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The authors express their gratitude to the Ministry of Science and Technology, the Freeway Bureau, and the Directorate General of Highways for the support of this work. Opinions and recommendations made in this paper are those of the authors and do not necessarily reflect the views of the government agencies.
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Chen, JS., Yang, C.H. Porous asphalt concrete: A review of design, construction, performance and maintenance. Int. J. Pavement Res. Technol. 13, 601–612 (2020). https://doi.org/10.1007/s42947-020-0039-7
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DOI: https://doi.org/10.1007/s42947-020-0039-7