Posted: Sun May 15, 2011 1:55 pm
First of all let me congratulate Tony on a great site.
I want to lay a 40 sq m of patio and paths with Indian sandstone to the rear of my house where the only access is through the house. If I can I'd like to omit the sub base to avoid wheeling 4 tonnes of aggregate through the house.
1. How do I decide if I can omit the sub base? Is there some test I can perform on the sub grade to decide? Is the California Bearing Ratio test pertinent? What value would suffice? Where can I get the equipment?
2. Should I plate compact the sub grade?
3. Could I use something instead of aggregate?
3.1 I'm tempted to use plywood or a grillage composed of treated timber. I guess it could rot but I notice the treated sawn timber I used for edging is still intact seven years on.
3.2 Suppose I made the bedding cement rich and put reinforcement wire near the bottom? Do you think the resulting raft would be strong enough?
Thanks
Mike
I want to lay a 40 sq m of patio and paths with Indian sandstone to the rear of my house where the only access is through the house. If I can I'd like to omit the sub base to avoid wheeling 4 tonnes of aggregate through the house.
1. How do I decide if I can omit the sub base? Is there some test I can perform on the sub grade to decide? Is the California Bearing Ratio test pertinent? What value would suffice? Where can I get the equipment?
2. Should I plate compact the sub grade?
3. Could I use something instead of aggregate?
3.1 I'm tempted to use plywood or a grillage composed of treated timber. I guess it could rot but I notice the treated sawn timber I used for edging is still intact seven years on.
3.2 Suppose I made the bedding cement rich and put reinforcement wire near the bottom? Do you think the resulting raft would be strong enough?
Thanks
Mike