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Spot Painting as a Bridge Preservation Tool

One of the, if not the most, vexing problems for bridge maintenance personnel is the deterioration of bridge components below leaking joints. The joints may be open or closed, construction or expansion, but all seemingly leak shortly after construction or resealing. The bridge components affected by the leaking joints may be steel or concrete, but the end result is the same, deterioration. 

Product Number: 41214-835-SG
Author: Bobby W. Meade, Sudhir Palle, Theodore Hopwood II
Publication Date: 2014
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One of the, if not the most, vexing problems for bridge maintenance personnel is the deterioration of bridge components below leaking joints. The joints may be open or closed, construction or expansion, but all seemingly leak shortly after construction or resealing. The bridge components affected by the leaking joints may be steel or concrete, but the end result is the same, deterioration. Due to the extended Time of Wetness (TOW) and the high levels of contaminants (deicing chemicals), structural steel coatings and reinforcing steel in concrete consistently fail first at these locations. Bridge maintenance personnel are seeking a low-level of-effort processes and user-friendly coatings/treatments for maintaining these problem areas.

One of the, if not the most, vexing problems for bridge maintenance personnel is the deterioration of bridge components below leaking joints. The joints may be open or closed, construction or expansion, but all seemingly leak shortly after construction or resealing. The bridge components affected by the leaking joints may be steel or concrete, but the end result is the same, deterioration. Due to the extended Time of Wetness (TOW) and the high levels of contaminants (deicing chemicals), structural steel coatings and reinforcing steel in concrete consistently fail first at these locations. Bridge maintenance personnel are seeking a low-level of-effort processes and user-friendly coatings/treatments for maintaining these problem areas.

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