About the author  ⁄ William H. Wolfe

William H. Wolfe is a Senior Engineer with Norlite, LLC, in Cohoes, New York. He is active in several ACI and ASTM committees involving the use of lightweight concrete. (whwolfe@norliteagg.com)

Early-age cracking of concrete bridge decks, typically caused by drying, autogenous, and thermal shrinkage effects, can have detrimental effects on long-term behavior and durability. Darwin and Browning (2008) recently reported that “by controlling early-age cracking, the amount of cracking at later ages should remain low.” They also reported that early-age cracking could significantly increase the rate and amount of chloride penetration (from deicing salts), which may accelerate the corrosion rate of embedded reinforcing steel.

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