This paper outlines how bridge and culvert structure maintenance, repairs, rehabilitations,
and/or strengthenings can be prioritized based on existing condition rating data. The sixty-three structures located
along the British Columbian (Canada) portion of the Alaska Highway are used as examples. Results
from four detailed visual condition evaluation sessions of these structures, completed over the last decade, are
provided and compared and contrasted with time. Where deficiencies, structural or otherwise, were found in
the field, strategies for rectifying such issues were recommended to the Owner of these structures. Then, how
these recommendations can be prioritized, based on severities of the existing conditions, risk to public safety,
cost, and possibility of total structure replacement verses repairs to deficient structures, is described