Chapter
Jun 4, 2021

Advances in Pavement Performance Enhancement with Dry Process Engineered Ground Tire Rubber

Publication: Airfield and Highway Pavements 2021

ABSTRACT

Ground Tire Rubber, or GTR, is gaining popularity as a recycled mixture component and performance-enhancing asphalt mix modifier in multiple U.S. states. This noticeable increase in usage has been driven by recent advances in production technologies, material specifications, modern asphalt mixture performance testing, cost-savings, and favorable field performance comparisons with polymer modified asphalt mixes. This paper details laboratory and field investigations of recent GTR designs, demonstration projects, and routine construction projects in Georgia, Virginia, Texas, Wisconsin, Illinois, and Missouri, including high-profile interstate and Tollway paving projects with up to 15 years of performance experience. Both terminal blend and dry process rubber asphalt modification techniques are investigated, with the latter involving a chemically engineered, dry GTR system designed to impart workability and performance characteristics beyond that achieved with simple GTR addition. Mix lab testing methods and procedures will be discussed, and recommendations will be presented regarding BMD with dry process rubber. Mixture performance and field tests indicate that GTR-modified, stone-mastic asphalt (SMA), open graded, and dense graded mixes can perform similarly to polymer-modified mixtures, but at significantly lower modification costs. Field data, economic data, and contractor feedback from several states will be presented, along with brief discussion of the application of an engineered crumb rubber (ECR)-modified mix used at ASCE Headquarters in Reston, VA.

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REFERENCES

West, R., C. Rodenzo, F. Leiva, and F. Yin. Development of a Framework for Balanced Mix Design,. 2018, pp. 168.
Rath, P., J. Love, W. G. Buttlar, and H. Reis. Performance Analysis of Asphalt Mixtures Modified with Ground Tire Rubber and Recycled Materials. Sustainability (MDPI), Vol. 11 (6), No. 1792, 2019.
Buttlar, W., et al. Development of a Performance-related Asphalt Mix Design Specification for the Illinois Tollway. 2020.
West, R., C. Rodezno, F. Leiva, and A. Taylor. Regressing Air Voids for Balanced HMA Mix Design. No. 0092, 2018.
Rath, P., H. Majidifard, B. Jahangiri, S. Chen, and W. G. Buttlar. Laboratory and Field Evaluation of Pre-Treated Dry-Process Rubber Modified Asphalt Binders and Dense-Graded Mixtures. Transportation Research Record: Journal of the Transportation Research Board (In Press), 2020.
Buttlar, W. G., P. Rath, H. Majidifard, E. V. Dave, and H. Wang. Relating DC(T) Fracture Energy to Field Cracking Observations and Recommended Specification Thresholds for Performance-Engineered Mix Design. Transportation Research Circular, Vol. E-C251, No. September, 2019, pp. 51–69.
Rath, P., N. Gettu, S. Chen, and W. Buttlar. Investigation of Cracking Mechanisms in Rubber-Modified Asphalt through Fracture Testing of Mastic Specimens. Road Materials and Pavement Design (In Press), 2020.
Hu, S., F. Zhou, and T. Scullion. Implementation of Texas Asphalt Concrete Overlay Design System. 2014.
Shen, J., Z. Xie, and B. Li. Comprehensive Evaluation of the Long-Term Performance of Rubberized Pavement: Phase II: The Influence of Rubber and Asphalt Interaction on Mixture Durability., 2014.
Hicks, R. G., J. R. Lundy, and J. A. Epps. Life cycle costs for asphalt-rubber paving materials. Rubber Pavements Association Phoenix, AZ, 1999.
Gillen, S. Implementing Sustainability Research Saves Illinois Tollway More Than $200 Million. 2017.

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Go to Airfield and Highway Pavements 2021
Airfield and Highway Pavements 2021
Pages: 172 - 183

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Published online: Jun 4, 2021

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Punyaslok Rath, Ph.D. [email protected]
1Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, Columbia, MO. Email: [email protected]
Redmond Clark Sr., Ph.D. [email protected]
2Asphalt Plus LLC, Barrington, IL. Email: [email protected]
Doug Zuberer [email protected]
3Asphalt Plus LLC, Barrington, IL. Email: [email protected]
William Buttlar, Ph.D. [email protected]
P.E.
4Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, Columbia, MO. Email: [email protected]

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