Resilient Modulus. Proceedings of the resilient modulus testing conference, Corvallis, Oregon, 1989, FHWA-TS-90-031, March 1990.

Asphalt Concrete Mix Design Procedure - a New Horizon. Proceedings, the 3rd IRF Middle East Regional Meeting, Riyadh, Saudi Arabia, February 1988.

Pavement Management Systems - A Better Chance for Correct Decisions. Proceedings, the 1st North American Pavement Management Conference, Volume 1, Toronto, Canada, March 1985.

Nondestructive Testing Methods for Pavement Evaluation. The American Society for Testing and Materials, Standardization News, May 1984.

Mechanistic Design Implementation for Flexible Pavements and Overlays. A final report, submitted to the Michigan Department of Transportation, September, 1997.

Test Methods for Determining the Existence of Segregation in Bituminous Mixtures. A final report, submitted to the Michigan Department of Transportation, September, 1997.

Instrumentation of Comparative Bituminous Pavement Sections on I-96. A final report, submitted to the Michigan Department of Transportation, September, 1996.

Improved Methods for Rehabilitating Roadways and Structures Under Heavy Traffic. A final report, submitted to the Michigan Department of Transportation and the University of Michigan, September, 1996.

Polymers in Bituminous Mixtures, Phase II. A final report, submitted to the Michigan Department of Transportation and Federal Highway Administration, September, 1997.

Polymers in Bituminous Mixtures, Phase I. A final report, submitted to the Michigan Department of Transportation and Federal Highway Administration, September, 1993.

Long Term Pavement Performance - Data Analysis of the SHRP National Databank. A final report, submitted to the Strategic Highway Research Program, September, 1992.

Reduction of Rutting and Fatigue Cracking Under Heavy Vehicle Loads^M and Backcalculation of Layer Moduli. A 3- volume final report, submitted^M to the Michigan Department of Transportation, July, 1994.

Development of a Computer Program for the Design of Pavement Systems Consisting of Layers of Bound and Unbound Materials. A final report, submitted to the Michigan Department of Transportation, September, 1988.

Integrated Material and Structural Design Method for Flexible Pavements.^M Volumes I and II, final report, FHWA/RD-88/109 and 110, Washington, D.C.^M September 1987.

The Effects of Grain Characteristics and Gradation on the Shear Strength of Cohesionless Soils. A final report, submitted to the State of Michigan, September, 1985.

Mechanistic Permanent Deformation Model for Unbounded Pavement Materials. Final Report No. FHWA/RD-82/029 Washington, D.C., 1982.

Modification of the Mechanistic Rut Depth Model for Cohesionless and Cohesive Soils. A final report, submitted to the United States Department of Transportation, September, 1981.

Simplified and Accelerated Procedures to Characterize Permanent Strain in the Sand Subjected to Cyclic Loading Using Newly Developed Laboratory Techniques. A final report, submitted to Michigan State University, Division of Engineering Research, September, 1979.

Soil Support Values for Michigan Highway Soils Phase II. A Final report, submitted to the Michigan Department to Transportation, September, 1981.

Soil Support Values for Michigan Highway Soils Phase I. A Final report, submitted to the Michigan Department to Transportation, September, 1978.