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Page 125
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Performance-Based Mix Design for Porous Friction Courses. Washington, DC: The National Academies Press. doi: 10.17226/25173.
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Page 126
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Performance-Based Mix Design for Porous Friction Courses. Washington, DC: The National Academies Press. doi: 10.17226/25173.
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Page 126
Page 127
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Performance-Based Mix Design for Porous Friction Courses. Washington, DC: The National Academies Press. doi: 10.17226/25173.
×
Page 127
Page 128
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Performance-Based Mix Design for Porous Friction Courses. Washington, DC: The National Academies Press. doi: 10.17226/25173.
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References 127 Nicholls, J., and I. Carswell. (2001). The Design of Porous Asphalt Mixtures to Performance-Related Criteria. TRL Report 497. United Kingdom: Transportation Research Library. Ongel, A., J. Harvey, and E. Kohler. (2007). State of the Practice 2006 for Open-Graded Asphalt Mix Design. Report No. UCPRC-TM-2008-07. University of California Pavement Research Center. Pasetto, M. (2000). Porous Asphalt Concretes with Added Microfibres. 2nd Eurasphalt & Eurobitumen Congress. Barcelona. Pavement Tools Consortium. (2011, July 1). Laboratory Wheel Tracking Devices. (Pavement Interactive). Retrieved March 20, 2016, from http://www.pavementinteractive.org/article/laboratory-wheel-tracking-devices/. Perez-Jimenez, F., R. Miro Recasens, J. Sanchez Caba, and A. Paex Duenas. (1999). Effect of Aging on Rheological Properties of Modified Bituminous Binders. Eurobitumen Workshop 99, Paper No. 100. N. B. West Contracting. (n.d.). Porous Pavement. 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 Performance-Based Mix Design for Porous Friction Courses
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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 877: Performance-Based Mix Design for Porous Friction Courses presents a proposed mix design method for porous asphalt friction course (PFCs).

PFCs have been used in the United States for many years. Their open aggregate gradations and resultant high air void contents provide PFCs with the ability to quickly remove water from the surface of a roadway, thus reducing the potential for vehicles to hydroplane and improving skid resistance. Splash, spray, and glare are also reduced, improving pavement marking visibility in wet weather. PFCs can also provide additional environmental benefits by reducing the pollutant load of storm water runoff as well as traffic noise.

Despite their many benefits, the use of PFCs has been limited in part because of cost, lack of a standard mixture design method, premature failure by raveling or stripping, and loss of functionality by clogging with debris. In addition to the need to develop improved maintenance methods to address clogging, the performance of PFC mixtures will benefit from the development of a standardized mixture design method that balances durability in terms of resistance to premature failure with functionality in terms of permeability and noise reduction.

The goal of this project was to achieve the required balance in the mix design between PFC durability and functionality.

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