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In the last two decades, many of Georgia's bridges have been widened to meet increasing capacity demands. Originally, these bridges were often designed for the H15 truck loading, and 15 psf of future wearing surface. If the sufficiency rating is high enough, the H15 section of the bridge is retained and incorporated into the new bridge width. New sections of a widened bridge are designed for the current live loading. In the past, no attempt has been made to upgrade the original H15 sections to meet the higher loads because traditional strengthening methods such as external post-tensioning or externally bonding steel plates to the members were cost-prohibitive. Recognizing the need for a solution, GDOT's Office of Bridge Maintenance decided to find a cost-effective solution to the "sandwich" problem: utilizing fiber-reinforced polymers (FRP).
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