Analysis of pavement rutting data from FHWA pavement testing facility superpave validation study

Transportation Research Record

Volumn , Issue 1590, 1997, Pages 80-88

  Bonaquist, Ramon F ^a   Mogawer, Walaa S ^b  

^a Federal Highway Administration Virginia Division   (United States)

^b Department of Electrical and Computer Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3342889705     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1590-10     Document Type: Article

References (5)

1. Stuart, K. D., and R. P. Izzo, Correlation of Superpave G*/sin δ with Rutting Susceptibility from Laboratory Mixture Tests. In Transportation Research Record 1492, TRB, National Research Council, Washington, D.C., 1995, pp. 176-183.
2. Road and Bridge Specification. Virginia Department of Highways and Transportation, Commonwealth of Virginia, 1992.
3. Bonaquist, R. F. An Assessment of the Increased Damage Potential of Wide Based Single Tires. Proc. 7th International Conference on Asphalt Pavements, Vol. 3, pp. 1-16.
4. Bonaquist, R. F. Pavement Testing Facility - Phase 1 Final Report. Report FHWA-RD-92-121. FHWA, U.S. Department of Transportation, 1993.
5. McGennis, R. B., S. Shuler, and H. U. Bahia, Background of SUPERPAVE Asphalt Binder Text Methods. Report FHWA-SA-94-069, FHWA, U.S. Department of Transportation, 1994.