|
| Girder bridge | Superstructure and bearing | Plane displacement of the girder body, with or without girder falling, with or without potential risk of girder falling |
| Impact damage of joint bridges at expansion joints |
| Cracking of girder body, diaphragm, bridge deck, and hinge joint |
| Bearing damage, deformation, displacement, hanging in the air, and failure of seismic anchors |
| Damage of bridge deck pavement and displacement damage of expansion joint |
| Substructure | Damage and crack to coping, padstone blocks, etc. |
| Shearing, crushing, cracking, and tilting of the pier column |
| Impact damage, cracking of the platform, and destruction of the truncated cone slope of the abutment |
| Foundation displacement of piers and abutments |
| Accessory structure | |
|
| Arch bridge | Superstructure | Whether the main and spandrel arch rings collapse, crack, dislocate, etc. |
| Whether the vertical and horizontal connection of each arch box and the transverse connection of the arch ribs are cracked |
| Whether the deck (girder) support of the girder type abdominal arch bridge is hanging in the air, displaced, and destroyed |
| Whether the bridge deck is levelling and whether there is settlement on the arch fill |
| Whether the side wall is cracked, extraversed, and displaced |
| | Whether the spandrel arch and the cross wall collapse or crack |
| Substructure | Whether cracks, overturning, collapse, and settlement occur in piers, skewback, and abutments |
| Cracking of the front wall and side wall of the abutment, and whether the abutment body is deformed by the earthquake force |
| Whether the foundation has displacement |
| Accessory structure | |
|
