Hi,
The building inspector has just signed off the trench for our small (3m x 3m) single story extension. We've excavated 500mm wide and 1.3m deep and the BI is happy with that.
It's a strip foundation and we now need to fill it with concrete 600mm deep.
The drawings state the concrete should be "sulphate resisting unless this is proved to be unnecessary".
Is this a common requirement for concrete? I'm not really sure what it means and the architect is unavailable at the moment.
A strength of C25 or better is also required. Again does this sound correct?
Apologies for asking such basic questions but I want to have some idea what I'm talking about when I order the concrete!
As you may have gathered this is all new to me although I am trying to do as much of the work myself!
Thank you
The building inspector has just signed off the trench for our small (3m x 3m) single story extension. We've excavated 500mm wide and 1.3m deep and the BI is happy with that.
It's a strip foundation and we now need to fill it with concrete 600mm deep.
The drawings state the concrete should be "sulphate resisting unless this is proved to be unnecessary".
Is this a common requirement for concrete? I'm not really sure what it means and the architect is unavailable at the moment.
A strength of C25 or better is also required. Again does this sound correct?
Apologies for asking such basic questions but I want to have some idea what I'm talking about when I order the concrete!
As you may have gathered this is all new to me although I am trying to do as much of the work myself!
Thank you