Effect of Increased Truck Tire Pressure on Asphalt Concrete Pavement

Author:

Kim Ok‐Kee1,Bell Chris A.2,Wilson James E.3

Affiliation:

1. Asst. Engrg. Specialist, Dept. of Transp., Ofc. of Transp. Lab., 5900 Folsom Blvd., Sacramento, CA 95819

2. Assoc. Prof., Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331

3. Retired Asst. Engr. of Matls., Oregon Dept. of Transp., Salem, OR 97310

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference13 articles.

1. AASHTO guide for design of pavement structures: 1986 . (1986). Amer. Assoc. of State Highway and Transp. Officials Washington D.C.

2. Ahlborn G. (1972). “ELSYM5 computer program for determining stresses and deformations in a five‐layer elastic system.” Inst. of Transp. and Traffic Engrg. Univ. of California Berkeley Calif.

3. Federal weight‐distance tax: An old tax as modern as today;Druhan W. T.;Quarterly,1984

4. Kim Ok‐Kee Bell C. A. and Wilson J. E. (1988). “Procedures for controlling the effect of increased tire pressure on asphalt concrete pavement damage.” Final Rept. FHWA‐OR‐RD‐88‐1 Oregon Dept. of Transp. and U.S. Dept. of Transp. Fed. Highway Admin. Apr.

5. Kim Ok‐Kee et al. (1986). “Effect of moisture and aging in asphalt pavement life.” Final Rept. FHWA‐OR‐RD‐86‐01 Oregon Dept. of Transp. and U.S. Dept. of Transp. Fed. Highway Admin. Jan.

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