Investigation of premature strip seal joint failures and recommendations for assuring proper strip seal joint installation: Bridge 5/104W.
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2015-08-01
By Boone, Craig
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Abstract:This document summarizes an investigation that was performed to identify the cause(s) of premature failures of
strip seal expansion joints that were installed on WSDOT Bridge No. 5/104W. The document also includes recommendations
for assuring proper installation of strip seal expansion joints. The investigation found that these
strip seal joints failed in two ways, (1) the rubber gland fell out of the steel extrusions, and (2) the anchorage of
the steel extrusions to the header concrete had failed. The investigation concluded that the rubber glands had fallen
out of the steel extrusions because the glands were never completely seated in the steel extrusions during installation.
The investigation identified three possible causes of the steel extrusion anchorage failures. Of the
three possible causes, the investigation concludes the most likely cause of the steel extrusion anchorage failures
was due to movement of the anchorages in the fresh header concrete before it gained strength. The movements
were due to the steel extrusion on one side of the joint being constrained to the steel extrusion on the opposite side
of the joint when the header concrete was placed. When the bridge expanded/contracted due to temperature
changes, the extrusions in the fresh concrete moved, creating a “sloppy” connection between the anchorage steel
and header concrete. The recommendations for assuring proper installation of strip seal expansion joints include
educating bridge engineers and construction inspection staff, as well as making improvements to contract plans
and provisions.
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