Considerations and Issues in the Utilization of Infrared Thermography for Concrete Bridge Inspection at Normal Driving Speeds

Author:

Hiasa Shuhei1,Necati Catbas F.2,Matsumoto Masato3,Mitani Koji4

Affiliation:

1. Visiting Scholar, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, 12800 Pegasus Dr., Suite 211, Orlando, FL 32816; Civil Engineer, West Nippon Expressway Company Limited (NEXCO-West), Dojima Avanza 19F, 1-6-20 Dojima, Kita-ku, Osaka 530-0003, Japan.

2. Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, 12800 Pegasus Dr., Suite 211, Orlando, FL 32816 (corresponding author).

3. President and CEO, NEXCO-West USA Inc. 8300, Boone Blvd., Suite 240, Vienna, VA 22182.

4. Formerly, President and CEO, NEXCO-West USA Inc. 8300, Boone Blvd., Suite 240, Vienna, VA 22182.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Segmentation of thermal images for non-destructive evaluation of bridge decks;Abdel-qader I.;NDT and E Int.,2008

2. FHWA (Federal Highway Administration). (2014). “2013 status of the nation’s highways. Bridges and transit: Conditions & performance.” Washington DC.

3. FHWA (Federal Highway Administration). (2015a). “Deficient bridges by state and highway system 2015.” ⟨http://www.fhwa.dot.gov/bridge/nbi/no10/defbr15.cfm⟩ (Apr. 27 2016).

4. FHWA (Federal Highway Administration). (2015b). “Deficient bridges by year built 2015.” ⟨http://www.fhwa.dot.gov/bridge/nbi/no10/yrblt15.cfm⟩ (Sep. 1 2017).

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