Case study: performance effectiveness and cost-benefit analyses of open-graded friction course pavements in Tennessee

References

• Alvarez, A.E., et al., 2006. Synthesis of current practice on the design, construction, and maintenance of porous friction courses Rep. No. FHWA/TX-06/0-5262-1. College Station, TX: Texas Transportation Institute-Texas A&M Univ.
   Google Scholar
• Anderson, K.W., et al., 2012. Evaluation of long-term pavement performance and noise characteristics of open-graded friction courses – project 2: final report No. WA-RD 691.1. Olympia: Washington State Department of Transportation.
   Google Scholar
• Dong, Q. and Huang, B., 2012. Evaluation of effectiveness and cost-effectiveness of asphalt pavement rehabilitations utilizing LTPP data. Journal of Transportation Engineering, 138 (6), 681–689.10.1061/(ASCE)TE.1943-5436.0000378
   Web of Science ®Google Scholar
• Dong, Q., et al., 2013. Cost-effectiveness analyses of maintenance treatments for low-and moderate-traffic asphalt pavements in Tennessee. Journal of Transportation Engineering, 139 (8), 797–803.10.1061/(ASCE)TE.1943-5436.0000556
   Web of Science ®Google Scholar
• Dong, Q., Huang, B., and Jia, X., 2014. Long-term cost-effectiveness of asphalt pavement pothole patching methods. Transportation Research Record: Journal of the Transportation Research Board, 2431, 49–56.10.3141/2431-07
   Web of Science ®Google Scholar
• Earth System Research Laboratory, Physical Science Division, 2015. Total precipitation in inches by month for climate divisions. Available from: <http://www.esrl.noaa.gov/psd/data/usclimdivs/pcp.state.19712000.climo.html> [ Accessed 15 Jan 2015].
   Google Scholar
• Faghri, M. and Sadd, M.H., 2002. Performance improvement of open-graded asphalt mixes. URITC Project No. 536144. Kingston, RI: Univ. of Rhode Island Transportation Center.
   Google Scholar
• Taylor, Gregory J., 2011. Introduction to open-grade friction courses (OGFC). Available from: <http://s3.amazonaws.com/suncam/npdocs/134.pdf> [ Accessed 20 Nov 2014].
   Google Scholar
• Irfan, M., et al., 2009. Evaluating the cost effectiveness of flexible rehabilitation treatments using different performance criteria. Journal of Transportation Engineering, 135 (10), 753–763.10.1061/(ASCE)TE.1943-5436.0000041
   Web of Science ®Google Scholar
• Kabir, M.S., et al., 2012. Louisiana’s experience with open-graded friction course mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2295 (1), 63–71.10.3141/2295-08
   Web of Science ®Google Scholar
• Labi, S. and Sinha, K.C., 2003. Measures of short-term effectiveness of highway pavement maintenance. Journal of Transportation Engineering, 129 (6), 673–683.10.1061/(ASCE)0733-947X(2003)129:6(673)
   Web of Science ®Google Scholar
• Mallick, R.B., et al., 2000. Design, construction, and performance of new-generation open-graded friction courses. Asphalt Paving Technology, 69, 391–423.
   Google Scholar
• Pavement Interactive, 2007. Skid resistance. Available from: <http://www.pavementinteractive.org/article/skid-resistance/> [ Accessed 17 Jan 2015].
   Google Scholar
• Permit Writers Workshop, 2014. Analysis of accident statistics. Available from: <http://cce.oregonstate.edu/sites/cce.oregonstate.edu/files/pw_accid.pdf> [ Accessed 20 Nov 2014].
   Google Scholar
• Putman, B.J., 2012. Evaluation of open graded friction courses: construction, maintenance, and performance. Report No. FHWA-SC-12-04. Clemson University, Clemson, SC, South Carolina Department of Transportation, Columbia, SC.
   Google Scholar
• Root, R.E., 2009. Investigation of the use of open-graded friction courses in Wisconsin. No. WHRP 09-01. Madison, WI: Wisconsin Department of Transportation.
   Google Scholar
• Smith, H.A., 1992. Performance characteristics of open-graded friction courses. Washington, DC: Transportation Research Board, National Research Council.
   Google Scholar
• Smith, R., Freeman, T., and Pendleton, O., 1993. Pavement maintenance effectiveness. No. SHRP-H-358. Washington, DC: Strategic Highway Research Program, National Research Council.
   Google Scholar
• Timm, D.H. and Vargas-Nordcbeck, A., 2012. Structural coefficient of open-graded friction course. Transportation Research Record: Journal of the Transportation Research Board, 2305 (1), 102–110.10.3141/2305-11
   Web of Science ®Google Scholar
• Varadhan, A., 2004. Evaluation of open-graded and bonded friction course for Florida. Doctoral dissertation. University of Florida.
   Google Scholar
• Wang, H. and Wang, Z., 2013. Evaluation of pavement surface friction subject to various pavement preservation treatments. Construction and Building Materials, 48, 194–202.10.1016/j.conbuildmat.2013.06.048
   Web of Science ®Google Scholar
• Wang, Y., Leng, Z., and Wang, G., 2014. Structural contribution of open-graded friction course mixes in mechanistic–empirical pavement design. International Journal of Pavement Engineering, 15 (8), 731–741.10.1080/10298436.2013.857776
   Web of Science ®Google Scholar
• Watson, D., Johnson, A., and Jared, D., 1998. Georgia department of transportation’s progress in open-graded friction course development. Transportation Research Record: Journal of the Transportation Research Board, 1616 (1), 30–33.10.3141/1616-05
   Google Scholar
• Willan, A.R. and O’Brien, B.J., 1996. Confidence intervals for cost-effectiveness ratios: an application of Fieller’s theorem. Health Economics, 5 (4), 297–305.10.1002/(ISSN)1099-1050
   PubMed Web of Science ®Google Scholar