Have the cowboys called - Have the cowboys called
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- Posts: 5
- Joined: Sat Oct 21, 2006 7:23 pm
- Location: Middlewich
Just a quick one I have had my driveway block paved.
And among other problems
I have since found that the contractors laid a layer of sand/scrapings (not sure what you would call it) that consisted of large sand and stone fragments which they wacker until it was hard enough to walk on, they have then laid the blocks directly on this without laying a screed layer
Is this a common method of block paving. or have I as I am starting to think been cowboyed.
And among other problems
I have since found that the contractors laid a layer of sand/scrapings (not sure what you would call it) that consisted of large sand and stone fragments which they wacker until it was hard enough to walk on, they have then laid the blocks directly on this without laying a screed layer
Is this a common method of block paving. or have I as I am starting to think been cowboyed.
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Did they wear hats? Usually a giveaway.
More seriously - are these people contactable now or not?
More seriously - are these people contactable now or not?
RW Gale Ltd - Civils & Surfacing Contractors based in Somerset
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- Location: Edinburgh
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- Posts: 5
- Joined: Sat Oct 21, 2006 7:23 pm
- Location: Middlewich
Its still okish, I still have my hands on the money,
the problem is that the drive looks very well done to the uniformed eye,
So I am just trying to get enough information so when I go back to them with my list of complaints they can not try and bluff me that the way they have done it is an accepted way.
But other problems include
Only 7 cm at most of subbase (they claim there was previous hard core below that) but I am not convinced.
poor drainage as because it was not screed the drive is not to even,
They laid the jointing sand when it was raining so it has not filled most of the joints just made a wet seal at the top of the joint.
haunching as a blob of cement on the end of the blocks
I have a friend coming round tomorrow who is a geological engineer to change strength and subbase construction.
An i am hoping to get an inspector from this site to come and do me a report.
So fingers crossed
the problem is that the drive looks very well done to the uniformed eye,
So I am just trying to get enough information so when I go back to them with my list of complaints they can not try and bluff me that the way they have done it is an accepted way.
But other problems include
Only 7 cm at most of subbase (they claim there was previous hard core below that) but I am not convinced.
poor drainage as because it was not screed the drive is not to even,
They laid the jointing sand when it was raining so it has not filled most of the joints just made a wet seal at the top of the joint.
haunching as a blob of cement on the end of the blocks
I have a friend coming round tomorrow who is a geological engineer to change strength and subbase construction.
An i am hoping to get an inspector from this site to come and do me a report.
So fingers crossed
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- Posts: 637
- Joined: Sat Mar 18, 2006 7:35 pm
- Location: Edinburgh
Its good that you still have the money, very good infact. The drive could look very good at the moment, but in a few months time it could have rutted and other low spots where it has settled. There could have possibly been hardcore allready laid under the last surface you had. If it was in good order and of good depth it shouldnt need lifting and laying a new subbase.
Why they didnt screed the drive i have absolutly no idea.
Good luck
Why they didnt screed the drive i have absolutly no idea.
Good luck
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- Site Admin
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Shouldn't that be reading the other way round, LLL?lutonlagerlout wrote:the boggle minds
I know, it was late! :p
RW Gale Ltd - Civils & Surfacing Contractors based in Somerset
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