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Subject:
From:
"Hammarberg, Eric" <[log in to unmask]>
Reply To:
I'm sorry your facade fell off - I got the mortar formula off the internet." <[log in to unmask]>
Date:
Fri, 1 Feb 2002 09:36:52 -0500
Content-Type:
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Are there many loose bricks?
Do they move when hit with a plastic headed mallet?
If you cut out the face mortar (crust) won't the loose grains (sand) run
out?
Are the walls sound being bedded in sand with a protective skin of lime
mortar?

Please Note My New Direct Telephone and Fax Numbers

Eric Hammarberg
Associate Director of Preservation
Associate
LZA Technology
641 Avenue of the Americas
New York, NY 10011-2014
Telephone: 917.661.8176
Mobile: 917.439.3537
Fax: 917.661.8177
email:  [log in to unmask]




-----Original Message-----
From: david west [mailto:[log in to unmask]]
Sent: Friday, February 01, 2002 3:19 AM
To: [log in to unmask]
Subject: Replacing Moosh with Good Stuff


Michael Edison <[log in to unmask]> wrote:
> It may be somewhat out of the mainstream, but I tend
> to think the moosh phenomenon is actually one of the
> beneficial properties of lime. Dry it out and it
> un-mooshes.

One of my projects at present is an 1880s brick
warehouse / bond store located about 150m from a
relatively sheltered salt-water harbour wharf.

The mortar joints which we believe to be a lime & sand
mortar, are in the following condition:

1) Very thin, say 1-2mm (1/16"), crust of harder
mortar which, when undisturbed, can be broken with a
pocketknife.

2) Behind this, the mortar has begun to disaggregate
into sand - you can scrape it out as loose grains -
don't know what it is like when wet - we looked at it
in the dry, thank goodness. Question is whether this
dry moosh is adequate - Answer is not once the crust
is gone.

3) Eroded in some areas up to 50-75% of the thickness
of the bricks (and yes, some of the bricks are falling
out).

We're proposing to repoint with a lime-based mortar,
because some of the bricks are also beginning to
decay, and we do not want to accelerate their erosion
by repointing.  Our starting point was a simple 3:1
sand/lime mortar, but I know it is not as simple as
that.  Or is it as I used to think ... all in the
curing?

Parameters it seems I need to consider:

1) Constituents
2) Proportions (ratio)
3) Grain-size distribution
4) Nature and condition of lime (slaked lime, lime
putty, hydraulic lime ...)
5) Method of curing

Workshop task for the Pinheads ... suggestions please
(and it will be interesting to see how many
conflicting opinions we can accumulate and force me to
test my powers of judgement on!!!!!).

Cheers
david



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