218
Views
4
CrossRef citations to date
0
Altmetric
Articles

Development of an alternative test approach for binder blending charts with fine aggregate matrix mix testing

, , &
Pages S282-S298 | Received 01 Nov 2018, Accepted 22 Feb 2019, Published online: 20 Mar 2019

References

  • Alavi, M., Chavez, P., Jones, D., & Harvey, J. (2016). Development of a testing program for the airport pavement test vehicle to develop specifications for the use of recycled asphalt pavement (RAP) and recycled asphalt shingles (RAS) in asphalt concrete used in airfield pavements. Davis and Berkeley, California: University of California Pavement Research Center.
  • Alavi, M., He, Y., Harvey, J., & Jones, D. (2015). Evaluation of the combined effects of reclaimed asphalt pavement (RAP), reclaimed asphalt shingles, and different virgin binder sources for mixes with higher percentages of RAP and RAS (Report No. UCPRC-RR-2015-06). Davis and Berkeley, California: University of California Pavement Research Center.
  • Al-Khateeb, G., Shenoy, A., Gibson, N., & Harman, T. (2006). A new simplistic model for dynamic modulus predictions of asphalt paving mixtures. Journal of the Association of Asphalt Paving Technologists, 75, 1254–1293.
  • Bennert, T., & Dongré, R. (2010). Backcalculation method to determine effective asphalt binder properties of recycled asphalt pavement mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2179, 75–84. doi: 10.3141/2179-09
  • Bonaquist, R. (2005). Laboratory evaluation of hot mix asphalt (HMA) mixtures containing recycled or waste product materials using performance testing (Report No. FHWA-PA-2005-006-98-32(19)). Harrisburg, Pennsylvania: Pennsylvania Department of Transportation.
  • Bonaquist, R. (2007). Can I run more RAP? Hot Mix Asphalt Technology, 12(5), 11–13.
  • Booij, H. C., & Thoone, G. P. J. M. (1982). Generalization of Kramers-Kronig transforms and some approximations of relations between viscoelastic quantities. Rheologica Acta, 21(1), 15–24. doi: 10.1007/BF01520701
  • Castelo Branco, V., Masad, E., Bhasin, A., & Little, D. (2008). Fatigue analysis of asphalt mixtures independent of mode of loading. Transportation Research Record: Journal of the Transportation Research Board, 2057, 149–156. doi: 10.3141/2057-18
  • Chailleux, E., Ramond, G., Such, C., & de La Roche, C. (2006). A mathematical-based master-curve construction method applied to complex modulus of bituminous materials. Road Materials and Pavement Design, 7(sup1), 75–92. doi: 10.1080/14680629.2006.9690059
  • Christensen, D., & Anderson, D. (1992). Interpretation of dynamic mechanical test data for paving grade asphalt cements. Journal of the Association of Asphalt Paving Technologists, 61, 67–116.
  • Christensen, D., Pellinen, T., & Bonaquist, R. (2003). Hirsch model for estimating the modulus of asphalt concrete. Journal of the Association of Asphalt Paving Technologists, 72, 97–121.
  • Copeland, A., D’Angelo, J., Dongre, R., Belagutti, S., & Sholar, G. (2010). Field evaluation of high reclaimed asphalt pavement-warm-mix asphalt project in Florida: Case study. Transportation Research Record: Journal of the Transportation Research Board, 2179, 93–101. doi: 10.3141/2179-11
  • De Sousa, P. C. (2010). Automated protocol for analysis of dynamic mechanical analyzer data from fine aggregate asphalt mixes (MS Thesis). Texas A&M University, College Station, Texas.
  • Foxlow, J. J., Daniel, J., & Swamy, A. (2011). RAP or RAS? The differences in performance of HMA containing reclaimed asphalt pavement and reclaimed asphalt shingles. Journal of the Association of Asphalt Paving Technologists, 80, 347–376.
  • He, Y., Alavi, M., Jones, D., & Harvey, J. (2016). Proposing a solvent-free approach to evaluate the properties of blended binders in asphalt mixes containing high quantities of reclaimed asphalt pavement and recycled asphalt shingles. Construction and Building Materials, 114, 172–180. doi: 10.1016/j.conbuildmat.2016.03.074
  • Hung, S. S., Alavi, M., Jones, D., & Harvey, J. T. (2017). Influence of reclaimed asphalt pavement on performance-related properties of gap-graded rubberized hot-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 2633, 80–89. doi: 10.3141/2633-10
  • Marateanu, M., & Anderson, D. (1996). Time-temperature dependency of asphalt binders – An improved model. Journal of the Association of Asphalt Paving Technologists, 65, 408–448.
  • Olard, F., & Di Benedetto, H. (2003). General “2S2P1D” model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Material and Pavement Design, 4(2), 185–224.
  • Singh, D., Zaman, M., & Commuri, S. (2011). Evaluation of predictive models for estimating dynamic modulus of hot-mix asphalt in Oklahoma. Transportation Research Record: Journal of the Transportation Research Board, 2210, 57–72. doi: 10.3141/2210-07
  • U.S. Environmental Protection Agency. (2011). Toxicological review of trichloroethylene (EPA/635/R-09/011F). Washington, DC.
  • Yusoff, N. M., Airey, G., & Hainin, M. (2010). Predictability of complex modulus using rheological models. Asian Journal of Scientific Research, 3(1), 18–30. doi: 10.3923/ajsr.2010.18.30
  • Zollinger, C. J. (2005). Application of surface energy measurements to evaluate moisture susceptibility of asphalt and aggregates (MS thesis). Texas A&M University, College Station, Texas.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.