I have a new development which is a small courtyard complex and I would like to gravel the drives. I am however worried that with constant turning and parking of cars that the drive/sub base will become rutted. As I am NHBC registered I am worried that I might find myself returing to site to remedy the problem on a regular basis. Is there a binder that I can use that will provide additional stability to the type 1 sub base?
Also on a similar project I have found clay migrating to the surface of the 6" subbase and subsequently through the gravel. I now need to remedy this! Any suggestions? There appear to be mixed opion as to whether a Terran or similar membrane would help.
Any advice appreciated.
Phil
Gravel drives & nhbc
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You could consider laying a solid base such as bitmac or concrete then applying Ronadeck Fast Grip resin bonded aggregate.
See Resin Bonded on this site or Ronacrete web site .
Any questions, give me a ring. 01279 638700.
Regards
See Resin Bonded on this site or Ronacrete web site .
Any questions, give me a ring. 01279 638700.
Regards
Simeon Osen
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
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You may find problems with Doc M compliance if you rely on unbound gravel driveways, particularly if the main access to the houses is via such a driveway. Loose gravel is not deemed to be satisfactory for disabled persons.
Where you have the problem of the clay sub-grade pumping up through the sub-base, you can counter this by using a permeable separation membrane at the interface between sub-grade and sub-base. Have a read of the Geo=membranes section of the website. There's no mixed opinion here: a membrane such as Terram 1000 or TDP115 would definitely help.
Where you have the problem of the clay sub-grade pumping up through the sub-base, you can counter this by using a permeable separation membrane at the interface between sub-grade and sub-base. Have a read of the Geo=membranes section of the website. There's no mixed opinion here: a membrane such as Terram 1000 or TDP115 would definitely help.
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