In this study, flexural test of the 2-span arch deck specimen was conducted. In load-displacement test , a load carrying capacity of the specimen was approximately 2.4 times higher than the design ultimate load. Strain of Rebars was structurally stable until the maximum load was reached. The overall results showed that the specimens had excellent structural performance due to the structural advantages of the arch shape. Overall, the precasted arch deck is expected to be useful for long span PSC girder bridges as wide span decks..

• 양달훈(연세대학교 건설환경공학과) | Yang Dal-Hun
• 최승재(연세대학교 건설환경공학과) | Choi Seung-Jai
• 이후범(연세대학교 건설환경공학과) | Lee Hoo-Bum
• 김장호(연세대학교 건설환경공학과) | Kim Jang-Ho