Design, Construction, and Maintenance Guidelines for Porous Asphalt Pavements

Author:

Moore Lucinda M.1,Hicks R. G.2,Rogge David F.2

Affiliation:

1. Operations Support Section, Oregon Department of Transportation, Salem, OR 97310

2. Department of Civil, Construction, and Environmental Engineering, Oregon State University, Corvallis, OR 97331. Current affiliation: R. G. Hicks, Law-Crandall, 791 Hillgrove Court, Chico, CA 95926

Abstract

Oregon has been using open-graded hot mix on its roadway system since the late 1970s. Because of the performance of these early jobs (and the continued good performance of these mixes), open-graded hot mix has been the preferred choice for a surface course on Oregon highways. The following are described with respect to the use of these mixes in Oregon: historical perspective; design, including mix and structural design; construction, including quality control/quality assurance considerations; and maintenance and rehabilitation practices with porous pavements. The continued success of the use of these materials from both a performance and a public acceptance standpoint indicates they will be the pavement of choice in Oregon for the foreseeable future.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference14 articles.

1. ScottK., GowerJ., and HicksR. G. Performance of Porous Asphalt Pavements in Oregon. Internal Report. Oregon Department of Transportation, Salem, 2000.

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