Reinforcement exposed by spalling under the arch.
Built 1901-2. Photo: RCA 1988.
An investigation by the RCA concluded that the bridge was beyond repair. In addition to the spalling, the arch ring was badly distorted (c.f. Wade St) and the concrete weak. See Colosimo, V. Load Testing and Structural Capacity Investigation: Bendigo Bridges Over Bendigo Ck and Back Ck, City of Bendigo, Road Construction Authority, Melbourne, 1988.
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