Effectiveness of Ground Penetrating Radar in Predicting Deck Repair Quantities

Author:

Barnes Christopher L.1,Trottier Jean-François2

Affiliation:

1. Research Engineer, Intelligent Structures and Innovative Materials (ISIM) Group, Nova Scotia CAD/CAM Center, Office B-233, “B” Building, Dalhousie Univ., Sexton Campus, 1360 Barrington St., P.O. Box 1000, Halifax NS, Canada B3J 2X4.

2. Canada Research Chair in Structural Health Monitoring and Innovative Materials, and Director, Intelligent Structures and Innovative Materials (ISIM) Group, Nova Scotia CAD/CAM Center, Office B-233, “B” Building, Dalhousie Univ., Sexton Campus, 1360 Barrington St., P.O. Box 1000, Halifax NS, Canada B3J 2X4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference13 articles.

1. Alongi A. J. Clemeña G. G. and Cady P. D. (1993). “Condition evaluation of concrete bridges relative to reinforcement corrosion Volume 3: Method of evaluating the condition of asphalt-covered decks.” Strategic Highways Research Program Rep. SHRP-S-325 National Research Council Washington D.C.

2. American Concrete Institute (ACI). (1992). “Guide for making a condition survey of concrete in service.” American Concrete Institute Committee 201 “Durability of Concrete” Rep. ACI 201.1R-92 .

3. ASTM. (1998). “Standard test method for half-cell potentials of uncoated reinforcing steel in concrete.” C-876-91 West Conshohocken Pa. 430–435.

4. Barnes C. L. and Trottier J.-F. (2001). “A study of the effectiveness of ground penetrating radar for condition assessment of asphalt-covered reinforced concrete bridge decks in Nova Scotia.” Final Rep. to the Nova Scotia Department of Transportation and Public Works Dalhousie Univ. Halifax Nova Scotia Canada.

5. Barnes C. L. and Trottier J.-F. (2002). “Phenomena and conditions in bridge decks that confound ground-penetrating radar data analysis.” Transportation Research Record 1795 Transportation Research Board Washington D.C. 57–61.

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