the human and financial risks associated with such unexpected functional bridge failures,
the reinforcements' condition should be quantified using Non-Destructive Testing (NDT)
methods. In this case history, the condition of culvert C072's reinforced concrete (RC) bridge
structure (located in the north of Markham, Ontario, Canada) is inspected. The inspection,
carried out under the supervision of the Corporation of the City of Markham, used a passive …