DATA

 

UNB CORROSION BLOCKS

Companion concrete block specimens were also subjected to four cycles of simulated sea water wetting and drying in a laboratory accelerated exposure cabinet. A summary of recent readings of corrosion rates of original specimens still at Treat Island is given in the Data Table.
New Program
In 2000 a series of 162 specimens were prepared and installed near high tide level on the beach at Treat Island, the dimensions of concrete specimens (55 x 230 x 300 mm), are similar to those used in a previous study (Erdogdu 1992, Kondratova 1999), which will enable comparison with the results of those previous studies. Using these specimens it should be possible to get results in a short period of time, due to the small cover depth used.
Cement containing 8.7% low alkali silica fume (LASF) and a maximum aggregate size of 12 mm was used in the fabrication of all the specimens. Furthermore, three different amounts of fly ash will be tested on the basis of partial replacement of cement by volume. The mix proportions for these new specimens is given in the Data Tables.

Early Program
Since 1991, approximately 200 2 by 9 by 12 in. concrete specimens containing both epoxy coated and uncoated 15 mm diameter steel reinforcing bars with 20 and 30 mm concrete covers have been installed at Treat Island to conduct comparative corrosion durability studies. Characteristics parameters for the concrete specimens are 0.25 water-to-cement ratios, 0.4 mm cracks oriented transverse to the axis of the steel reinforcing bars simulated in half of the concrete block specimens, and several types of epoxy coatings and three types of commercial corrosion inhibitors for corrosion protection evaluations.

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