Development of tentative guidelines for the selection of aggregate gradations for hot-mix asphalt

ASTM Special Technical Publication

Volumn , Issue 1412, 2001, Pages 110-127

  Birgisson, Bjorn ^a   Ruth, Byron E ^a  

^a J Crayton Pruitt Family Department of Biomedical Engineering   (United States)

Author keywords

Aggregate gradations; Asphalt mixtures; Gradation parameters

Indexed keywords

ASPHALT; HIGHWAY TRAFFIC CONTROL; MIXTURES; SIEVES;

AGGREGATE GRADATIONS; ASPHALT MIXTURES; GRADATION PARAMETERS; JOB MIX FORMULAS (JMF);

AGGREGATES;

EID: 8844228228     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp10803s     Document Type: Conference Paper

References (5)

1. Fuller, W. B. and Thompson, S. E., "The Laws of Proportioning Concrete," American Society of Civil Engineers, Vol. 59, 1907.
2. Federal Highway Administration, formerly the Bureau of Public Roads, "Aggregate Gradation for Highways," Bureau of Public Roads Special Publication, 1962, pp. 13-26.
3. Goode, J. F. and Lufsey, L. A., "Voids, Permeability, Film Thickness vs Asphalt Hardening," Proceedings of the Association of Asphalt Paving Technologists, Feb. 1965, 34, pp. 430-463.
4. Ruth, B. E., Shen, X., and Wang, L. H., "Gyratory Evaluation of Aggregate Blends to Determine Their Effects on Shear Resistance and Sensitivity to Asphalt Content," Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance, ASTM STP 1147, R. C. Meininger, Ed., American Society for Testing and Materials, Philadelphia, 1991, pp. 252-264.
5. Roque, R., Huang, S. -C., and Ruth, B.E., "Optimizing Aggregate Gradation to Maximize Shear Resistance of Asphaltic Mixtures," Proceedings of the Canadian Technical Asphalt Association, Vol. 40, Charlottetown, PEI, Canada, 1995, p. 78-99.