TECHNICAL PAPERS
May 1, 1988

Economic Analysis of Rubber‐Modified Asphalt Mixes

Publication: Journal of Transportation Engineering
Volume 114, Issue 3

Abstract

The Alaska Department of Transportation and Public Facilities (ADOTPF) is presently evaluating the use of recycled rubber in hot mix pavement applications. The benefits of adding rubber to the mix include increased skid resistance under icy conditions, improved flexibility and crack resistance, elimination of a solid waste, and reduced traffic noise. The major disadvantage of these rubber‐modified mixes is their high cost in relation to conventional asphaltic concrete pavements. A comparison of the economics of the rubber‐modified system with that of the conventional pavement shows that the rubber‐modified surfacing is cost‐effective. This conclusion is based on an analysis of life‐cycle costs, but does not include potential intangible benefits of the rubbermodified system, such as increased skid resistance and noise reduction.

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References

1.
Bjorklund, A. (1979). “Rubber granules in wearing courses.” Proc., XVI World Road Congress, Vienna, Austria.
2.
Epps, J. A., and Wootan, C. V. (1981). “Economic analysis of airport pavement rehabilitation alternatives.” DOT/FAA/RD‐81/78, Engrg. Manual prepared for U.S. Dept. of Transp., Federal Aviation Admin., Washington, D.C. 10 pp.
3.
Esch, D. C. (1984). “Asphalt pavements modified with coarse rubber particles—Design, construction, and ice control observations.” Report FHWA‐AK‐RD‐85‐07, Alaska Dept. of Transp. and Public Facilities, Juneau, Alaska.
4.
Hicks, R. G. (1982). “Use of layered theory in the design and evaluation of pavement systems.” FHWA‐AK‐RD‐83‐8, Alaska Dept. of Transp. and Public Facilities, Fairbanks, Alaska.
5.
Narusch, F. P. (1982). “Alaska experience with rubberized asphalt concrete pavements, 1979–1982.” Alaska Dept. of Transp. and Public Facilities, Div. of Design and Constr., Central Region, Juneau, Alaska.
6.
Takallou, H. B., McQuillen, J. L., and Hicks, R. G. (1985). “Effect of mix ingredients on the behavior of rubber‐modified asphalt mixtures.” FHWA‐AK‐RD‐86‐05, Alaska Dept. of Transp. and Public Facilities, Fairbanks, Alaska.
7.
Takallou, H. B., Hicks R. G., and Esch, D. C. (1987). “Effect of mix ingredients on the behavior of rubber‐modified asphalt mixtures.” Transp. Res. Board TRB‐1096, Washington, D.C.
8.
Technical data on PLUSRIDE ASPHALT. (1981). PaveTech Corporation, Bellevue, Wash.
9.
Yoder, E. J., and Witzak, M. W. (1975). Principles of pavement design. 2nd Ed., John Wiley and Sons, Inc., New York, N.Y., 285–286.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 114Issue 3May 1988
Pages: 259 - 277

History

Published online: May 1, 1988
Published in print: May 1988

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Authors

Affiliations

Jay L. McQuillen, Jr., Member, ASCE
Proj. Engr., Granite Constr. Co., 1900 Glendale Ave., Sparks, NV 89432
Hossein B. Takallou
Transp. Engr., CTAK Associates, Portland, OR 97258
R. Gary Hicks, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331
Dave Esch, Fellow, ASCE
Highway Res. Mgr., ADOT&PF, 2301 Pegar Rd., Fairbanks, AK 99701‐6364

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