The 2016 Kumamoto Earthquake occurred in central Kyushu, Japan, on April 14th with Mw 6.2 followed by the Mw 7.0 main-shock on April 16th. These earthquakes were mainly caused by the Futagawa fault and Hinagu fault where surface ruptures extended about 34 km long. The earthquakes killed 250 people and caused significant damage to buildings and infrastructure in Mashiki, Nishihara, and Minamiaso areas along these two faults. The field investigation of bridges was conducted in the earthquake-stricken areas; Kumamoto city and Mount Aso area. One of the important discoveries is the damage of relatively new bridges, designed by the bridge specifications after the 1995 Kobe earthquake in these areas.The Oginosaka Bridge is one of the bridges damaged located in Mount Aso area. This bridge is a three-span continuous horizontally curved bridge with composite steel I-girders and has a longitudinal and transverse grade which is typical for bridges located in a mountainous area. The superstructure was rotated on plan and displaced transversely at both abutments to the opposite side with about 200 mm residual displacement of laminated rubber bearings. Cracks were developed from the bottom of the abutment back-wall, which shows the deck-abutment pounding. Nonlinear time-history analyses were carried out in order to verify the damage observed in the field survey.