Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
25 References Takahashi, S. 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 (2013) pp. 239â255. King, W.B., Jr., M.S. Kabir, S.B. Cooper, Jr., and C. Abadie. Evaluation of Open Graded Friction Course (OGFC), Louisiana Transp. Res. Cent. Rep. FHWA/LA.13/513, 2013. Cooley, L.A. Jr., Brumfield, J.W., Mallick, R.B., Mogawer, W.S., Partl, M., Pulikakos, L., and Hicks, G. NCHRP Report 640: Construction and Maintenance Practices for Permeable Friction Courses, Transportation Research Board of the National Academies, Washington, D.C., 2009. Kandhal, P.S. Asphalt Pavements Mitigate Tire/Pavement Noise, Hot Mix Asphalt Technology: March/April, 2004, pp. 22â 31. Kandhal P.S., Design, construction and maintenance of open-graded aphalt friction courses, in: Natl. Aphalt Pavement Assoc. Inf. Ser., 115, 2002. Watson, D., Tran, N.H., Rodezno, C., Taylor, A.J., and James, T.M. Jr. NCHRP Research Report 877: Performance-Based Mix Design of Porous Friction Courses. Transportation Research Board, Washington, D.C., 2018. Watson, D., Qureshi, N., Xie, Z., and Tran, N. Improvement of Open-Graded Friction Course in Alabama. NCAT Report 20-07, Auburn, Alabama. 2020. Bennert, T., & Cooley, A., Evaluate the Contribution of the Mixture Components of the Longevity and Performance of FC- 5. FDOT. Gainesville, Florida. 2014. Mejias de Pernia, Y., Metz, H., Gunaratne, M., Nash, T., and Musselman, J. Application of Image Analysis Techniques to Develop a Quality Control Tool for Automated Optimum Binder Content Determination of Open-Graded Friction Course Mixtures, Transportation Research Record: Journal of the Transportation Research Board, No. 2575, 2016, pp. 48-60. Arambula-Mercado et al. Evaluation of FC-5 with PG 76-22 HP to Reduce Raveling. FDOT Final Report No. BE287, Tallahassee, Florida, 2019. Arambula-Mercado et al. Understanding mechanisms of raveling to extend open-graded friction course service life. FDOT Final Report No. BDR74-977-04, Tallahassee, Florida, 2016. Gu, F., Moraes, R., Yin, F., Watson, D., Taylor, A., and Chen, C. Study of Anti-Strip Additives on Granite Based FC-5 Asphalt Mixtures. FDOT Final Report No. BE555, Tallahassee, Florida, 2020.