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Which failure outcome arises when ultrasonic inspection misses voids in prestressed concrete bridge beams?

A)Accelerated steel tendon corrosion
B)Compromised aggregate interlock capacity
C)Reduced concrete compressive strength
D)Increased long-term creep deflection

💡 Explanation

Unidentified voids permit moisture ingress leading to chloride-induced corrosion; hence the **galvanic corrosion** undermines tendon integrity because it reduces cross-sectional area of said steel, therefore weakening the prestressing rather than affecting bulk concrete properties

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