Forensic Investigation of Ultrathin Whitetopping Pavements in Florida

Author:

Wu Chung-Lung123,Tia Mang123,Choubane Bouzid123

Affiliation:

1. Vice President, Silver Spring Engineering, Inc., 17700 Hidden Garden Lane, MD 20961. E-mail: clwu@ssengineeringus.com

2. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611. E-mail: tia@ce.ufl.edu

3. State Pavement Evaluation Engineer, Florida Dept. of Transportation, Gainesville, FL 32609. E-mail: bouzid.choubane@dot.state.fl.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. American Concrete Pavement Association (ACPA). (1998). “ Whitetopping—state of the practice .” Engineering Bulletin EB210P Skokie Ill.

2. Armaghani J. M. and Tu D. (1997). “Performance of ultra-thin whitetopping in Florida.” Proc. 6th Int. Purdue Conf. on Concrete Pavement—Design and Materials for High Performance Purdue Univ. Lafayette Ind. 2 189–206.

3. Armaghani J. M. and Tu D. (1999). “Rehabilitation of Ellaville weigh station with ultra-thin whitetopping.” Transportation Research Record. 1654 Transportation Research Board Washington D.C. 3–11.

4. Ultra-thin whitetopping emerges as rehab technique;Brown D.;Transp. Builder,1995

5. Cable J. K. and Ciha T. (2001). “The ultrathin whitetopping option.” Proc. 7th Int. Conf. on Concrete Pavements International Society for Concrete Pavements College Station Tex. 2 969–975.

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