Posted: Thu Nov 25, 2010 12:16 pm
hi, I have searched the archive and I am unable to find the answer so I thought i would post it for ideas.
I am constructing a new drive which is 87 metres in length we have dug out to the appropriate depth and are now at the stage of filling in. We have placed a geo-textile membrane, followed by a 225mm capping layer, my query is firstly is it a good or bad idea to use recycled hardcore for the sub-base level or is best to go for DPT1. I would normally use use dpt1 but we have on site approx 900 tonne of crushed hardcore which would be great if we could use it. The drive is residential but will have the occasional 7.5 tonne lorry for fuel delivery etc. Would it also be best to go for a highway construction or will a normal flexible drive be adequate (going to be block paved by the way).
Hope all this makes sense ?
I am constructing a new drive which is 87 metres in length we have dug out to the appropriate depth and are now at the stage of filling in. We have placed a geo-textile membrane, followed by a 225mm capping layer, my query is firstly is it a good or bad idea to use recycled hardcore for the sub-base level or is best to go for DPT1. I would normally use use dpt1 but we have on site approx 900 tonne of crushed hardcore which would be great if we could use it. The drive is residential but will have the occasional 7.5 tonne lorry for fuel delivery etc. Would it also be best to go for a highway construction or will a normal flexible drive be adequate (going to be block paved by the way).
Hope all this makes sense ?