My driveway is 25m with a fall of 1m. I intend replacing 30 year old concrete slabs (D50) currently laid as twin tracks, separated by 600mm, bedded on whin sand. The slabs are layed long edge across the run of the driveway. The existing slabs are hard butt jointed and over the years have shown some spalling at the edges.
I intend to essentially replicate the existing design.
Questions:
(a) is whin sand acceptable as the screed base?
(b) given the fall, what alternative to hard butt jointing would be better?
Any advice will be appreciated.
Driveway renovation - Renovation of 30 year old driveway
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I've had some mail routed via Texas but the wee village of Houston in Renfrewshire is but a few minutes drive from Glasgow Airport.
The existing driveway hasn't suffered from subsidence, it seems to have approx 100mm of whin sand / crushed aggregate on top of compacted rubble/bricks. My intention was to remove the existing slabs and dress the surface with a further 20mm of screed and lay the new slabs on that.
The existing driveway hasn't suffered from subsidence, it seems to have approx 100mm of whin sand / crushed aggregate on top of compacted rubble/bricks. My intention was to remove the existing slabs and dress the surface with a further 20mm of screed and lay the new slabs on that.
BillC
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I'll go with your advice regarding the 100mm, a wee bit more work now but should provide a better result both short & long term.
Any thoughts on hard butting the slabs, or would I be better with a gap between the slabs? - I'm not sure which sealant between the slabs would would be suited to the fall of the driveway and stand the test of time.
Any thoughts on hard butting the slabs, or would I be better with a gap between the slabs? - I'm not sure which sealant between the slabs would would be suited to the fall of the driveway and stand the test of time.
BillC
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OK hard butt jointing is not a good idea.
Is a close joint (2 - 5 mm) with a suitable jointing sand likely to work or do I need to go with a larger mortar filled joint.?
My concern is that a larger mortar joint is likely to crack and crumble in short order and wash out given the gradient of the driveway.
Is a close joint (2 - 5 mm) with a suitable jointing sand likely to work or do I need to go with a larger mortar filled joint.?
My concern is that a larger mortar joint is likely to crack and crumble in short order and wash out given the gradient of the driveway.
BillC