Effects of mineral fillers on properties of stone matrix asphalt mixtures

Transportation Research Record

Volumn , Issue 1530, 1996, Pages 86-94

  Mogawer, Walaa S ^a   Stuart, Kevin D ^b  

^a UNIVERSITY OF MASSACHUSETTS DARTMOUTH   (United States)

^b Federal Highway Administration Virginia Division   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AGGREGATES; ASPHALT PAVEMENTS; COMPOSITION EFFECTS; CRACK INITIATION; FILLERS; MINERALS; MIXTURES; RHEOMETERS; STIFFNESS; TENSILE TESTING;

DRAINDOWN; GAP GRADED HOT MIXTURE; MASTICS; MOISTURE SUSCEPTIBILITY; RUTTING; STONE MATRIX ASPHALT;

ASPHALT;

EID: 0030233603     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1530-11     Document Type: Article

References (6)

1. SMA Technical Working Group. SMA Material and Construction Model Guidelines. Office of Technology Applications, FHWA, U.S. Department of Transportation, Jan. 1994.
2. Harris, B. M., and K. D. Stuart. Analysis of Mineral Fillers and Mastics Used in Stone Matrix Asphalt. Association of Asphalt Paving Technologists, Vol. 54, 1995.
3. Anderson, D. A., J. P. Tarris, and J. D. Brock. Dust Collector Fines and Their Influence on Mixture Design. Association of Asphalt Pavings Technologists, Vol. 51, Feb. 1982, pp. 363-397.
4. Puzinauskas, V. P. Filler in Asphalt Mixtures. Research Report 69-2. The Asphalt Institue, Lexington Ky., Feb. 1969.
5. Stuart, K. D. Stone Mastics Asphalt (SMA) Mixture Design. Report FHWA-RD-92-006. FHWA, U.S. Department of Transportation, Washington, D.C., March 1992.
6. Stuart, K. D., and P. Malmquist. Evaluation of Using Different Stabilizer in the U.S. Route 15 (Maryland) Stone Matrix Asphalt (SMA). In Transportation Research Record 1454, TRB, National Research Council, Washington, D.C., 1994, pp. 48-57.