Title:
Ternary Concrete with Fractionated Reclaimed Asphalt Pavement
Author(s):
Alexander S. Brand and Jeffery R. Roesler
Publication:
Materials Journal
Volume:
112
Issue:
1
Appears on pages(s):
155-164
Keywords:
fractionated reclaimed asphalt pavement; FRAP; RAP; reclaimed asphalt pavement; recycled aggregate concrete; sustainability; ternary concrete
DOI:
10.14359/51687176
Date:
1/1/2015
Abstract:
A ternary-blend concrete (65% cement, 25% slag, and 10% fly ash) containing fractionated reclaimed asphalt pavement (FRAP) as a partial replacement (0, 20, 35, and 50%) for coarse aggregate was investigated through a comprehensive laboratory testing program. With increasing FRAP replacement, the concrete workability increased, unit weight decreased, and air content was mainly unaffected. The source of the measured strength and modulus reductions was linked to the interface between the FRAP particle and the paste. The incorporation of FRAP did not significantly impact the concrete free drying shrinkage but did reduce the restrained ring shrinkage strains. The freezing-and-thawing durability was acceptable for all tested FRAP contents. Fracture results indicated that FRAP addition did not statistically affect the initial or total fracture energy of the concrete. Mixtures containing up to 50% coarse FRAP may be used in concrete pavement and still produce acceptable fresh and hardened properties.
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