Corrosion of steel in concrete is studied typically in uncracked concr
ete. In the field, however, concrete often has cracks that extend to t
he reinforcing steel. Electrochemical corrosion testing was performed
on cracked concrete of two qualities. Results were compared to physica
l examination of the embedded reinforcement. Corrosion resistance impr
oved significantly as the concrete properties and reinforcement cover
approached that recommended in American Concrete Institute 318. Calciu
m nitrite additions to the concrete reduced corrosion significantly. R
esults indicated testing in cracked concrete should be performed in co
ncrete representative of that specified in ACl 318.