Skip to main content

Table 3 Description of performance levels (Kim et al. 2007).

From: Comparison of Totally Prefabricated Bridge Substructure Designed According to Korea Highway Bridge Design (KHBD) and AASHTO-LRFD

Performance level

Service

Repair

Damage

State

Index

Fully operational

Fully service

Limited epoxy injection

Hairline cracks

0.1

Delayed operational

Limited service

Epoxy injection concrete patching

Open cracks concrete spalling

0.4

Stability

Not useable

Replacement of damaged section

Bar buckling/fracture core crushing

0.75