Economic Analysis of Rubber‐Modified Asphalt Mixes

Author:

McQuillen Jay L.1,Takallou Hossein B.2,Hicks R. Gary3,Esch Dave4

Affiliation:

1. Proj. Engr., Granite Constr. Co., 1900 Glendale Ave., Sparks, NV 89432

2. Transp. Engr., CTAK Associates, Portland, OR 97258

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

4. Highway Res. Mgr., ADOT&PF, 2301 Pegar Rd., Fairbanks, AK 99701‐6364

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference9 articles.

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.

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