Ultra-Thin, Fiber-Reinforced Concrete Overlays for Urban Intersections

Author:

Speakman Jim1,Scott Harris N.2

Affiliation:

1. Durafiber Inc., P.O. Box 406, Goodlettsville, Tenn. 37072.

2. Tennessee Department of Transportation, James K. Polk Bldg., Suite 600, Nashville, Tennessee 37243-0337.

Abstract

An industry partnership involving state and local highway officials; ready mix concrete producers; and fiber, admixture, and cement suppliers paved the way for extensive testing of a new concrete technology in Tennessee. Known as ultra-thin whitetopping (UTW), this experimental repair procedure involves placing a layer 50 to 75 mm (2 to 3 in.) thick of high-strength concrete over milled asphalt. Crucial to a long life for the thin concrete is a high synthetic fiber content, normally 1.4 kg/m3 (3 lbs/yd3) with joints spaced at a minimum of 0.92 to 1.22 m (3 to 4 ft) on center. From 1992 to 1995, seven cities in Tennessee participated in UTW demonstrations. The field tests were so successful that synthetic fiber-reinforced UTW is now being bid on many state and local projects. Presently, the primary use of UTW is to rehabilitate high average daily traffic intersections. Other potential uses include overlays of residential streets, parking lots, and airport aprons.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Three‐dimensional FEM loading stress analysis on a new airport concrete pavement ultra‐thin whitetopping overlay structure;Structural Concrete;2018-11-12

2. Experimental investigation of interface treatment technique on interface shear bond fatigue behavior of Ultra-Thin Whitetopping;Construction and Building Materials;2018-02

3. Low E Modulus Early Strength Engineered Cementitious Composites Material;Transportation Research Record: Journal of the Transportation Research Board;2015-01

4. Repair of Ultrathin Whitetopping Pavements;Transportation Research Record: Journal of the Transportation Research Board;2001-01

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