Posted: Wed Dec 07, 2011 2:48 pm
If you were asked to lay a pavement which would be in public use but the client wants part of the pavement to have a rough surface, say broken granite edges where would you look to determine if it will pass H & S?
Is there a standard you have to work to regarding pavement surfaces, ie no depressions below Xmm, nothing sticking up over Xmm?
I've had a look on the H & S website but I've not had much luck. I'm going to email them and trawl through the site again but I just wondered if any of the professionals on here have any advice.
Is there a standard you have to work to regarding pavement surfaces, ie no depressions below Xmm, nothing sticking up over Xmm?
I've had a look on the H & S website but I've not had much luck. I'm going to email them and trawl through the site again but I just wondered if any of the professionals on here have any advice.