In this study, ends of reinforced concrete bridge damaged by the chloride attack was experimentally investigated. The effect of the lateral gradient was low. The results of this study will be used as a guideline for bridge maintenance to investigation of the characteristics of chloride penetration.

• 문상렬(한국시설안전공단 시설안전본부, 교량안전실, 공학석사) | Moon, Sang Ryul
• 이흥수(한국시설안전공단 시설안전본부, 교량안전실, 공학박사) | Lee, Heung Soo
• 지승구(한국시설안전공단 시설안전본부, 교량안전실, 부장) | Ji, Seung Gu
• 이해성(한국시설안전공단 스마트시설관리본부, 특수교총괄관리센터, 센터장) | Lee, Hae Sung
• 강영구(한국시설안전공단 기술본부, 진단평가실, 실장) | Kang, Yeong Ku 교신저자