This paper describes an evaluation of the in-service structural performance of a glass fiber-reinforced polymer (GFRP) slab bridge. This first all-GFRP slab bridge was installed in Korea on May 2002. The GFRP slab bridge is a simply supported, its length is 10.0 m, and is designed to carry two-lane traffic and has an overall width of 8.0m. The GFRP slab bridge is a sandwich structure with a corrugated core, fabricated by hand lay-up process with E-glass fibers and vinyl ester resins. The assessment of in-service performance for the GFRP slab bridge in 2004, 2011 includes a field load testing identical to that performed in 2002. The assessment indicates that the GFRP slab bridge has no structural problems and is structurally performing well in-service as expected.

ABSTRACT
 1. 서 론
 2. GFRP 슬래브교량
 3. 현장 재하시험
 4. 내하력 평가
 5. 결 론
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