Photo is not very clear, it looks to me more as though there are three
bits of paving slab between the RSJ and the outermost brick. Is that a
half brick, or is it a 9 inch wall?
I agree, the RSJ could perhaps be coupled a bit better to the "inner"
brick. I'd say quite a lot depends on how much structure the RSJ is
supporting, i.e. what's the likely load going down through the
supporting wall? I'm not a structural engineer (well not for buildings,
anyway) but someone here will know the codes.
That aside, your ratio sounds OK to me. Maybe even 1:3? But maybe
builders sand? Not too much water.