Settlement in handrail and roadway over Pier 3, Shida Bridge. This is due to the failure of bearings.
Source: David Frost

Damage to pedestal and back wall at abutment of Shida Bridge. Indicates that the shear keys were engaged as the superstructure moved.
Source: Eric Monzon

Flexural damage in Pier 1 due to longitudinal movement in Shida Bridge.
Source: Eric Monzon

Remaining piers of Koizumi Bridge shown at low tide. Spans were swept away during the tsunami and ended up 400 m upstream. Temporary bridge is under construction on seaward side of bridge
Source: Eric Monzon

Damaged piers of the JR Rail Viaduct crossing the Tsuya River. Spans were washed out, but the piers survived.
Source: Shideh Dashti