After lots of useful replies about a gravel path I thought I would ask some questions about another project I have been "thinking" of doing for some time. I say "thinking" as I haven't done anything like this before and what I have read various sites either conflicts or leaves some questions.
For information the wooden cabin is approx 13' x 15' and I am told in total weighs approx 3 tonnes. I have also been told by the building supplier the concrete base needs to be a 6" subbase (hardcore?) and 6" concrete due to the weight of the building. I have got as far as clearing the grass from the area and digging to the necessary depth for the base so that the base is just above ground level. I was intending on putting gravel around the outside of the building to prevent water splashing up onto the cabin.
On a friends suggestion I also have begun to collect a small amount of hardcore consisting mainly of house bricks. Although this may prove to be a waste of time and effort!
These leaves me the following questions?
- From reading various sites it seems that although the traditional hardcore (Bricks, broken concrete) is cheaper than specific sub grade material e.g. DTp1. It is considerably more work as it needs to be broken down small enough, doesn't compact as well and obviously needs collecting. The ideal subbase seems to be DTp1 compacted with a whacker plate but will be expensive.
Is DTp1 overkill for this type of base or is there another material other than traditional hardcore that would be suitable?
- I don't seem to be able to see a definitive anwser on whether a base this size and loading will need steel re-enforcing mesh to prevent cracking?
- As access to the site is through the house I was considering having the concrete pumped through the house. I realise that this will cost more but will reduce the amount of work mixing the concrete and will mean it is more consistent i.e. not mixing in slightly varying quantities (also bearing in mind my experience in mixing concrete!).
- Is it recommended to put a membrane material between the sub grade and the concrete? I read that this will stop water permeating from the ground up and prevent the sulphates in the subbase attacking the concrete?
I have researched this a fair amount on web and in books but anwsers or hints on the best way to build this base would be appreciated.
Thanks Martin