Posted: Wed Mar 30, 2011 10:06 am
I have been asked to look at some alternative pavings for a canal side towpath in the location of the lock gates.
The desired paving (by the client) would be Setts I am a little worried that the angle they will be laid at may not provide a safe surface. ( 1:12)
Does anyone know if any particular standards would apply or what the slip resistance of setts is ??
Has anyone done a job like this that they may have a spec for
or any Ideas on making it a safe surface perhaps with some kind of raised slip resistant type jointing method. ???
The desired paving (by the client) would be Setts I am a little worried that the angle they will be laid at may not provide a safe surface. ( 1:12)
Does anyone know if any particular standards would apply or what the slip resistance of setts is ??
Has anyone done a job like this that they may have a spec for
or any Ideas on making it a safe surface perhaps with some kind of raised slip resistant type jointing method. ???