Degree of damage of the bridge and safety level is closely related to the characteristics of the lifetime maximum load effect that occur on the bridge. Maximum load effect is dominated by traffic characteristics such as heavy vehicle composition and daily traffic volume.
The purpose of the study is to analyze the structural characteristics of vehicle loading based on survey data collected, in which some major factors, such as vehicle configurations, vehicle wieghts, traffic modes by the probabilistic approach. Then, this study perform analysis of the safety level as compared with design criteria domestic highway bridges the current regulations are enclosed.

• 박경수(연세대학교 토목·환경공학과, 석사과정) | Park, Kyung-soo
• 정중연(연세대학교 토목·환경공학과, 박사과정) | Joung, Jung-yeun
• 안병건(연세대학교 토목·환경공학과, 석사과정) | Ahn, Byung-gun
• 유동우(한국시설안전공단 특수교유지관리센터, 센터장) | You, Dong-woo
• 김상효(연세대학교 토목·환경공학과 교수, 공학박사) | Kim, Sang-hyo