This is the job - a 3.5m x 3.5m conservatory floor slab (the wall foundations are built).
It will be 50mm screed, 100mm concrete and 80mm celotex insulation ... but I don't know whether to bother with hardcore.
Previously the area was block paved on at least 50mm whacked sand, and this was on firm ground (no top soil). The paving had not moved in ten years since it was laid.
If I remove the pavers and scrap the sand, then its just the right level for laying the insualtion and blinding, so I wondered whether to bother removing 100mm of this soil for hardcore?
My thinking is ... the ground is well compacted, it has not moved for years, the insualtion boards will spread some load/take some minor movement, and the floor slab itself will exert an even load.
I can't see a reason for the hardcore, nor for any significant movement
So hardcore, or not?
(BTW, its not the cost of a few tonne of H/c, but the time and disposal of the soil that is the issue)
It will be 50mm screed, 100mm concrete and 80mm celotex insulation ... but I don't know whether to bother with hardcore.
Previously the area was block paved on at least 50mm whacked sand, and this was on firm ground (no top soil). The paving had not moved in ten years since it was laid.
If I remove the pavers and scrap the sand, then its just the right level for laying the insualtion and blinding, so I wondered whether to bother removing 100mm of this soil for hardcore?
My thinking is ... the ground is well compacted, it has not moved for years, the insualtion boards will spread some load/take some minor movement, and the floor slab itself will exert an even load.
I can't see a reason for the hardcore, nor for any significant movement
So hardcore, or not?
(BTW, its not the cost of a few tonne of H/c, but the time and disposal of the soil that is the issue)