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#1 Posted : 11 September 2006 11:42:00(UTC)
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Posted By Peter MacDonald
Hi

A cement sheet has Amosite instead of Chrysotile content. All other things being equal (density and % content), Are they the same product with regards to removal and has that status changed any since 2001?

Not looking for a methodology or risk assessment, just the status of the product in law.

Regards

Peter
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#2 Posted : 11 September 2006 12:01:00(UTC)
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Posted By Dave Wilson
AC is an unlicensed product irrespective of the type of fibre contained within it, as it is tightly bound in and unlikely to release fibres if worked on in accordance with the Asbestos Task Manual
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#3 Posted : 11 September 2006 12:58:00(UTC)
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Posted By Peter MacDonald
Thank you

So if a contractor prices asbestos cement removal and during the work comes back with a claim that they have had to increase their costs due to the asbestos cement panels containing Amosite instead of Chrysotile they're at it? Lets forget that no-one had tested the cement prior to the work being carried out.

Pete
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#4 Posted : 11 September 2006 13:02:00(UTC)
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Posted By Ron Hunter
I think the fundamental question here is what is the legal definition of asbestos cement? I can't find a definition in the relevant statutes (1983 on).
Guidance docs say a cement product usually containing up to 15% asbestos and having a dry density > 1 tonne/cubic metre. Anyone out there with a definitive legal reference?
I can't find any reference to asbestos type, i.e. amphiboles, or serpentine only.
As ranges of asbestos products were routinely made in the same factory, then it is reasonable to expect some cross-contamination of AC with amosite, or even crocidolite fibres?
The everyday answer is as above - safe systems of work & approach based on the likelihood of the material to release fibres. For AC this is low, irrespective of asbestos fibre type?
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#5 Posted : 11 September 2006 13:40:00(UTC)
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Posted By Dave Wilson
From MDHS 100

"Cement - 10-15% Asbestos (sone flexible sheets contain a portopn of cellulose). Crocidolite(1950-1969) and Amosite (1945-1980) have been used in the manufacture of asbestos cement, although chrysotile (used until Nov 1999) is by far the most common type found."

It does not matter what the fibre in the cement is it is to do with the density as above, if it below the density stated it is AIb and above then it is cement.

So it begs the question did the survey by analysis say cement? if so then yes they are avin a laugh! If no survey and it is AIB and they removed it without a licence then they have broken the law!

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#6 Posted : 12 September 2006 09:07:00(UTC)
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Posted By Stephen R Robinson
Nice try from the contractor, but give him a slap for trying to pull one on you.

There are not many labs in the country that can carry out the density test required to determine the difference between AIB and Cement, and as far as I know it's quite pricey.

However, you can usually tell the difference quite easily in most cases.

If you don't mind me asking, what is the background to this job? If no analysis has been done how do you know it is Asbestos? do the sheets have AT marked on them? Were they presumed during a type 2 survey?
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#7 Posted : 12 September 2006 10:48:00(UTC)
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Posted By MarkJAWatkins
Hello,


I know of a couple of labs that carry out density analysis, one of them is quite reasonable. But please remember that it is not a UKAS accredited procedure for testing - if you would like names email me direct.


The densities are as follows;
Cement >1000kg/m3 - non licensed removal
AIB >500 - <1000 kg/m3 - licensed removal
Millboard <500 kg/m3 - licensed removal


It is a breach of the CAWR2002 not to have the asbestos type identified prior to works commencing. It sampling has not taken place you must strongly preume the material to be AIB and treated as such.


Dependant on where you are working or what industry it will give you some clues as to the classification of the material. If for instance the ACM is sandwiched between perforated metal sheeting, we can there-fore assume that it is Durasteel and that it is AIB - although some Durasteel has been classified as AC dependant on the density.


The best way forward with this is to have a density analysis carried out. Some of my clients will not let us proceed until we have this testing done.


Regards,
Mark
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#8 Posted : 12 September 2006 12:41:00(UTC)
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Posted By Gilles27
Moving off the thread (which I think is sorted now(?)) It crossed my mind that the lack of labs capable of checking density may be the reason the new regs propose a (new?) test for establishing density - water absorbtion rates etc. My guess is this is a simpler method??? - Bung it in the oven then chuck it in a bucket of water... (laughs). Out of interest we have got Croc in some of our 'cement' shuttering.

If i'm out of date or just being stupid can someone post 'shut up jon'!
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#9 Posted : 12 September 2006 12:43:00(UTC)
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Posted By Dave Wilson
An experienced surveyor can tell the difference
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#10 Posted : 12 September 2006 15:11:00(UTC)
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Posted By MarkJAWatkins
Dave,


I am a longtime admirer of your postings and I am a fellow asbestos industry professional. At this moment, I am actually on a offshore platform in the north sea appraising prospected asbestos removal works. However, although I agree with your comment that an experienced surveyor can tell the difference I don't think that it would carry much clout if it came to court.


Up in Scotland the HSE are almost fanatical about density analysis on samples. I had one HSE inspector demand that we treated an AC removal as AIB because the density came back at 1268kg/m3 - apparently it was too close to call....yeah right!


The problem you have with certain HSE inspectors forcing density analysis is that unless they enforce this on all licensed contractors we are at a disadvantage when tendering for works.


Back to your comment again about surveyor experience, you have the same problems when it comes down to condition of the ACM. It is all down to individual interpretation of the damage. You will know better than most that the score difference on an algorithim between medium and high damage can send the risk rating into medium or high risk.


I totally agree that an experienced surveyor can differeniate between the two, but I don't think that it is enough in the work of compensation claims we live in now adays.


Regards,
Mark
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#11 Posted : 12 September 2006 15:24:00(UTC)
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Posted By MarkJAWatkins
Sorry, I meant to type "in the world" not "in the work"

Mark
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#12 Posted : 12 September 2006 15:40:00(UTC)
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Posted By Dave Wilson
Agree mate it is interesting that you get different perspectives from different inspectors on interpretation of the regs and I know that the ALU in Edinburgh are working hard to get a uniformity of enforcement approach. An ALPI meeting is going on as we speak.

Its a good point really that should a client pay the extra and see whether an Asi board is cement or AIB etc as it would totally change the 'management bplan' and how to manage it, this may also have a knock on effect in what you would pay for removal / remedial work or should they take the analyst / surveyor report on it?
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