Chapter
Aug 31, 2022

Implications of Changing Asphalt Binder Sources on Engineering Properties of Traditional and Balanced Asphalt Mixtures

Publication: International Conference on Transportation and Development 2022

ABSTRACT

This paper reports on the impacts that different sources of asphalt binders, which satisfactorily met the grading requirements of a PG 70-22 binder, have on the mechanical performance of two Superpave mixtures, namely a traditional mix design and a balanced mix design. Five asphalt binders were acquired from different asphalt suppliers. Superpave mixtures were designed and produced with two different aggregate gradations, and similar recycled material content following both volumetric-based and performance-based design approaches. For performance testing, the Hamburg wheel tracking device and Texas overlay tester tests were used as the main rutting and cracking tests, respectively, during the design process. The Illinois Flexibility Index Test and indirect tensile asphalt cracking tests were performed as surrogate cracking tests. From this study, the voids in the mineral aggregate parameter does not differentiate the impact of changing the asphalt binder source. The mechanical tests were sensitive to changes in binder source, which demonstrated the importance of incorporating a performance testing stage to current design specifications. The asphalt mixtures denoted as balanced mix designs in this study yielded acceptable mechanical and volumetric properties regardless of the binder source.

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REFERENCES

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Go to International Conference on Transportation and Development 2022
International Conference on Transportation and Development 2022
Pages: 269 - 282

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Published online: Aug 31, 2022

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Authors

Affiliations

Victor M. Garcia, Ph.D. [email protected]
1Civil Research Engineer, US Army Engineer Research and Development Center. Email: [email protected]
Denis Vieira [email protected]
2Construction Materials Engineer, Beyond Engineering and Testing. Email: [email protected]
Imad Abdallah, Ph.D. [email protected]
3Executive Director, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX. Email: [email protected]
Soheil Nazarian, Ph.D. [email protected]
P.E.
D.GE
4Professor, Dept of Civil Engineering, Univ. of Texas at El Paso, El Paso, TX. Email: [email protected]

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