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Which outcome in a reinforced concrete bridge pier increases when chlorides exceed threshold limits?

A)Spalling and rebar corrosion
B)Increased concrete compressive strength
C)Enhanced load distribution uniformity
D)Reduced freeze-thaw cycle effects

💡 Explanation

Spalling and rebar corrosion occur because chloride ingress triggers **depassivation**, which removes the protective oxide layer of the rebar, therefore increasing the electro-chemical corrosion rate, rather than maintaining concrete strength or frost resistance, which require different mechanisms.

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