Noise Issues of Concrete-Pavement Texturing

Author:

Jaeckel John R.1,Kuemmel David A.2,Becker Yosef Z.2,Satanovsky Alex1,Sonntag Ronald C.2

Affiliation:

1. HNTB Corporation, 11270 Park Place, Suite 500, Milwaukee, WI 53224

2. Marquette University, P.O. Box 1881, Milwaukee, WI 53201-1881

Abstract

The second phase of a project researching the texture and noise characteristics of portland cement concrete (PCC) pavements was sponsored by the Wisconsin Department of Transportation and FHWA. The team of Marquette University and HNTB Corporation measured and analyzed the noise and texture parameters of 57 test sites in Colorado, Iowa, Michigan, Minnesota, North Dakota, and Wisconsin. Conclusions pertaining to tire-and-pavement noise were drawn using data from several types of acoustical tests, including objective noise measurements (exterior and interior), subjective noise evaluations, and a prominent frequency analysis. Texture parameters of all test sites were measured with the road surface analyzer (ROSAN). ROSAN texture measurements proved invaluable in analyzing why different textures exhibited different noise characteristics. Both uniform and random transverse tining provide higher interior and exterior noise levels than skewed or longitudinal tining. Transverse tining, even in some random-spaced textures, can cause a discrete frequency or whine. As the depth and width of tining increased, so did the noise levels. Randomly spaced patterns are sensitive to spacing. Ground PCC pavement exhibited no discrete frequencies. Recommendations include the need for better quality control over tining and a wet-pavement-accident study of longitudinal tining. If noise considerations are paramount, longitudinal tining is recommended. If texture is paramount, skewed tining is recommended. If a skew is not possible, then carefully constructed random transverse is recommended.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference8 articles.

1. Noise Characteristics of Pavement Surface Texture in Wisconsin

2. HibbsB., and LarsonR. Tire Pavement Noise and Safety Performance. PCC Surface Texture Technical Working Group. FHWA-SA-96-068, U.S. Department of Transportation, May 1996.

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