Performance of Concrete Bridge Deck Overlays, HR-501, 1990

(1990) Performance of Concrete Bridge Deck Overlays, HR-501, 1990. Transportation, Department of

Preview

PDF IADOT_hr501_Performance_Concrete_Bridge_Deck_Overlays_1990.pdf File Size:936kB

Abstract

Chloride-ions penetrating into bridge decks and corroding the steel have been a major problem. As the steel corrodes it exerts stresses on the surrounding concrete. When the stresses exceed the strength of the concrete, cracks or delaminations occur. This, of course, causes deterioration and spalling of bridge deck surfaces. Both the Latex and Iowa Method were used to repair bridge decks for this project. The concrete was removed down to the steel and replaced with approximately 1 1/2 inches of low slump or latex modified concrete. The removal of unsound concrete below the top layer of steel was sometimes necessary. The objective of this project was to determine if the bridge overlays would provide a cost effective method of rehabilitation. To do this, unsound and delaminated concrete was removed and replaced by an overlay of low slump or latex modified concrete.