Could anyone help a new member of this brilliant site !
I am a stonemason based in Norh Wales and have been asked to tender for the construction of stone information plinths at various seaside locations which experience the full effects of weather and sea action.
The essentials of the construction are no problem exept for the 'cast in-situ concrete coping with exposed aggregate finnish'.
Any ideas on how to achive this exposed aggregate finnish?
Concrete coping - exposed aggregate
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There's some basic info on the technique on the Exposed Aggregate Concretes page, but the actual shape of the coping will determine which will be the best method.
Site Agent - Pavingexpert
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- Location: North Wales
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