Contribution of fine aggregate angularity and particle shape to superpave mixture performance

Transportation Research Record

Volumn , Issue 1609, 1998, Pages 28-35

  Huber, Gerald A ^a   Jones, J Chris ^b   Messersmith, Paul E ^b   Jackson, N Mike ^c  

^a Heritage Research Group   (United States)

^b Superfos Construction US   (United States)

^c University of Tennessee   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; HIGHWAY SYSTEMS; MIXTURES; PARTICLES (PARTICULATE MATTER);

FINE AGGREGATE ANGULARITY;

PAVEMENTS;

EID: 0032131967     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1609-04     Document Type: Article

References (8)

1. Cominsky, R., R. B. Leahy, and E. T. Harrigan. Level One Mix Design: Materials Selection, Compaction and Conditioning. Report SHRP-A-408, 1994.
2. Kandhal, P. S., M. A. Khatri, and J. B. Motter. Evaluation of Particle Shape and Texture of Mineral Aggregates and Their Blends. In Proceed-ings; Vol. 61, Association of Asphalt Paving Technologists, 1992.
3. Brown, E. R., and S. A. Cross. A National Study of Rutting In Hot Mix Asphalt (HMA) Pavements. NCAT Report No. 92-5. National Center for Asphalt Technology, 1991.
4. Parker, F., and E. R. Brown. Effects of Asphalt Concrete Properties on Flexible Pavement Rutting in Alabama, Effects of Aggregate and Mineral Fillers on Asphalt Performance. ASTM STP 1147. Richard C. Meininger (ed.). American Society for Testing and Materials, Philadelphia, 1992.
5. Aschenbrener, T., R. Terrel, and R. Zamora. Comparison of Hamburg Wheel-Tracking Device and the Environmental Conditioning System to Pavements of Known Stripping Performance. CDOT-DTD-R-94-1. Colorado Department of Transportation, Denver, January 1994.
6. Method of Test for Determining Rutting Susceptibility Using the Loaded-Wheel Tester. GDT-115. Georgia Department of Transportation, Atlanta, August 1994.
7. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and S. M. Stoffels. Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. Report SHRP-A-357, 1993.
8. Superpave Level 1 Mix Design (SP-2). The Asphalt Institute, 1995.