Spring Field Review Site 09 2005Tyrrell, Washington, Bridge on US 64 between SR 1119 and SR 1125
~ Asphalt cracking over the joints
 ~ Some of the prestressed piles had poor finish.
 ~ Cracking on acute corners of cored slabs on a skew.
 ~ Repairs performed with appropriate product from approved list (epoxy motar)
 ~ Bridge had horizontal drains through the rail at the ends of the bridge over the buffer zones.
 ~ For such a long structure, drainage could have been more efficient with a closed drainage system.
Curved alignment on a widened cored slab structure with an asphalt overlay.
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