Application of intermediate temperature semi-circular bending test results to design mixtures with improved load-associated cracking resistance

References

• Advanced Asphalt Technologies, LLC. (2011). A manual for design of hot mix asphalt with commentary (NCHRP Report No. 673), Washington, DC: Transportation Research Board.
   Google Scholar
• Alderson, A. (2011). Influence of compaction on the performance of dense graded asphalt. Austroads Publication AP-T194-11. Sidney: Austroads, Ltd.
   Google Scholar
• Al-Qadi, I., Ozer, H., Lambros, J., El Khatib, A., Singvi, P., Khan, T., Rivera-Peres, J., & Doll, B. (2015, December). Testing protocols to ensure performance of high asphalt binder replacement mixes using RAP and RAS (Report No. FHWA-ICT-15-017). Urbana, IL: Illinois Center for Transportation.
   Google Scholar
• Anderson, R. M., King, G. N., Hanson, D. I., & Blankenship, P. B. (2011). Evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of the Association of Asphalt Paving Technologists, 80, 615–664.
   Google Scholar
• Asphalt Institute. (2005). Quantifying the effects of PMA for reducing pavement distress. Asphalt Institute Information Series 215. Lexington, KY: Asphalt Institute.
   Google Scholar
• Bennert, T., Daniel, J. S., & Mogawer, W. (2014). Strategies for incorporating higher RAP percentages: Review of Northeast States 1 implementation trials. Transportation Research Board 93rd Annual Meeting, Washington, DC.
   Google Scholar
• Bonaquist, R. (2011a, December). Effect of recovered binders from recycled shingles and increased RAP percentages on resultant binder PG (Report No. WHRP 11-13). Wisconsin: Department of Transportation, Madison, WI.
   Google Scholar
• Bonaquist, R. (2011b). Mix design practices for warm mix asphalt (NCHRP Report 691). Washington, DC: Transportation Research Board.
   Google Scholar
• Bonaquist, R. (2014). Impact of mix design on asphalt pavement durability. Enhancing the durability of asphalt pavements, transportation research circular E-C186. Washington, DC: Transportation Research Board.
   Google Scholar
• Bonaquist, R. (2016, April). Critical factors affecting asphalt concrete durability. Draft final report for Wisconsin Highway Research Program Project 0092-14-06.
   Google Scholar
• Christensen, D. W., Hanz, A., Velasquez, R., Arshadi, A., & Bahia, H. (2013). Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics. Final Report, Wisconsin Highway Research Program Project 0092-12-01. Madison, WI: Wisconsin Highway Research Program.
   Google Scholar
• Combined State Binder Group. (2016). Combined state binder group 2016 method of acceptance. https://engineering.purdue.edu/∼csbg/Round%20Robin/2016/CSBG%202016%20Document.pdf
   Google Scholar
• Hajj, E. Y., Sebaaly, P. E., & Shrestha, R. (2009). Laboratory evaluation of mixes containing recycled asphalt pavement (RAP). International Journal of Road Materials and Pavements Design, 10(3), 495–518. doi: 10.1080/14680629.2009.9690211
   Web of Science ®Google Scholar
• Hekmatfara, A., Shahb, A., Huber, G., Mcdaniel, R., & Haddock, J. E. (2015). Modifying laboratory mixture design to improve field compaction. International Journal Road Materials and Pavement Design, 16(Suppl. 2), 149–167. doi: 10.1080/14680629.2015.1077003
   Web of Science ®Google Scholar
• Kandhal, P. S., & Chakraborty, S. (1996). Effect of asphalt film thickness on short and long term aging of asphalt paving mixtures (NCAT Report No. 96-01). Auburn, AL: National Center for Asphalt Technology.
   Google Scholar
• Kim, Y. R., Castorena, C., Rad, F. Y., Elwardany, M., Underwood, S., Farrar, M. J., and Glaser, R. R. (2015, June). Interim report to the national cooperative highway research program (NCHRP) Project NCHRP 09-54 long-term aging of asphalt mixtures for performance testing and prediction. Washington, DC: National Cooperative Highway Research Program.
   Google Scholar
• McDaniel, R. S. (2007). Current Superpave mix design practice survey of the user-producer regions. Transportation Research Circular Number E-C124. Washington, DC: Transportation Research Board.
   Google Scholar
• Mogawer, W. S., Bennert, T., Daniel, J. S., Bonaquist, R., Austerman, A., & Boosherian, A. (2012). Performance characteristics of plant produced high RAP mixtures. International Journal Road Materials and Pavement Design, 13(Suppl. 1), 183–208. doi: 10.1080/14680629.2012.657070
   Web of Science ®Google Scholar
• Mohammad, L. N., Kim, M., & Elseifi, M. (2012). Characterization of asphalt mixtures’ fracture resistance using the semi-circular bending (SCB) test. 7th RILEM international conference on cracking in pavement: Mechanisms, modeling, testing, detection, and prevention case histories, Dordrecht: Springer.
   Google Scholar
• Nicholls, J. C., McHale, M. J., & Griffths, R. D. (2008). Best practice guide for durability of asphalt pavements (Road Note 42). Workingham, Berkshire: Transport Research Laboratory.
   Google Scholar
• NIST/SEMATECH. (2014). e-Handbook of statistical methods. http://www.itl.nist.gov/div898/handbook/
   Google Scholar
• Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee D. Y., & Kennedy, T. W. (1996). Hot mix asphalt materials, mixture design, and construction. Lanham, MD: NAPA Research and Education Foundation.
   Google Scholar
• Rowe, G. (2011). Prepared discussion to the paper evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of the Association of Asphalt Paving Technologists, 80, 649–662.
   Google Scholar
• Schmitt, R., Owusu-Ababio, S., Crovetti, J., & Cooley, L. A. (2007). Development of in-place permeability criteria for HMA pavement in Wisconsin (WHRP 06-15). Madison, WI: Wisconsin Highway Research Program.
   Google Scholar
• Willis, J. R., Turner, P., Julian, G., Tran, N., & Padula, F. (2012, May). Effects of changing virgin binder grade and content on RAP mixture properties (NCAT Report 12-03). Auburn, AL: National Center for Asphalt Technology.
   Google Scholar