Hi all.
I need some help with a problem I've created for myself.
The 40mm granite aggregate that I have chosen to use for my driveway, whilst very pretty in dark green, is not behaving like type 1 or rail ballast as I hoped it might. Rather it is mis-behaving like gravel only on a larger scale . Walking on it presents no major issue but powered wheels result in rapid progress downwards instead of forwards.
I am hoping that if I add some finer material to the mix, it might help tie the aggregate together and prevent movement. The question is what to add? I had thought 2-6mm grit would be a sensible option to try, but despite its use in modern eco-paving it seems the only way you can buy grit is by the 100T from a quarry or by the 10kg from garden centres. Neither of which is affordable or feasible.
If anybody has any economical suggestions that dont envolve "start again", I would be eternally grateful.
That sinking feeling
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- Posts: 193
- Joined: Mon Feb 16, 2009 10:25 pm
- Location: UK
if it is a 40mm single size (nowadays called 20/40mm) then you'll have about 30% voids (gaps) in the material so of course the material will move under force. Type 1 is generally a 0/40mm pretty evenly graded material containing fines, 6mm, 10mm, 14mm, 20mm, 32mm, & 40mm+, and after compaction should provide a solid sound foundation.
if adding undersized aggregate to fill in the voids, you really should be re-mixing for the whole depth you've laid the 40mm material. if you want drainage, maybe add a 6/14mm or 4/10mm. if you want to bind it, then add 0/20mm.
if adding undersized aggregate to fill in the voids, you really should be re-mixing for the whole depth you've laid the 40mm material. if you want drainage, maybe add a 6/14mm or 4/10mm. if you want to bind it, then add 0/20mm.
i used to love using tarmac, but got fed up with getting my asphalt
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- Posts: 31
- Joined: Fri Jun 12, 2009 1:04 am
- Location: Midlands
Thanks for the response Phil. Yes it is 20/40. I will try a test area with some 4/10 added.
You say "of course the material will move..". A point I would make is that regardless of the voids if the pieces were adequately triangular (which unfortunately they are not), theoretically they would interlock and prevent movement.
I am not a groundworker by trade, (my trades are 90% inside the building). I'm just some eejit who thought "I know, I'll save myself £700 on the gravel stabilisation systems needed to make small gravel behave, by using a larger sized well drained stone." What I'm starting to realise is that it doesn't matter what you choose for a driveway, they all cost the same by the time the suppliers have had their pound of flesh.
You say "of course the material will move..". A point I would make is that regardless of the voids if the pieces were adequately triangular (which unfortunately they are not), theoretically they would interlock and prevent movement.
I am not a groundworker by trade, (my trades are 90% inside the building). I'm just some eejit who thought "I know, I'll save myself £700 on the gravel stabilisation systems needed to make small gravel behave, by using a larger sized well drained stone." What I'm starting to realise is that it doesn't matter what you choose for a driveway, they all cost the same by the time the suppliers have had their pound of flesh.