Posted: Fri Jun 06, 2008 9:39 am
My neighbour and I are in the process of building adjoining drives. Total area 100 sq metres.
We are using 50 mm block paviers (already bought).
The sub-base is down and compacted (using a bl**dy big Whacker) and the edge courses (includes one which separates the 2 drives) are concreted in.
We have just measusured the distance from the edging tops to the sub-base (110 to 120mm) and have realised we got the depths messed up. Should be 100mm max.
This will give us a finished sharp sand laying depth of 60 to 70mm.
I have read through the forum and have come across comments about desasterous drives which were laid on sharp sand thicknesses of 100mm upwards.
We are only just over 50mm and I am hoping we will get away with it, knowing we have maximum sub-base compaction and if we ensure total compaction of the sharp sand. We really dont want to add more type 1, level and re-compact.
Opinions please!!!!
We are using 50 mm block paviers (already bought).
The sub-base is down and compacted (using a bl**dy big Whacker) and the edge courses (includes one which separates the 2 drives) are concreted in.
We have just measusured the distance from the edging tops to the sub-base (110 to 120mm) and have realised we got the depths messed up. Should be 100mm max.
This will give us a finished sharp sand laying depth of 60 to 70mm.
I have read through the forum and have come across comments about desasterous drives which were laid on sharp sand thicknesses of 100mm upwards.
We are only just over 50mm and I am hoping we will get away with it, knowing we have maximum sub-base compaction and if we ensure total compaction of the sharp sand. We really dont want to add more type 1, level and re-compact.
Opinions please!!!!