Test Panels. These panels are prepared by the contractor using the
same techniques that will be used on the remainder of the project. Several
panel locations--preferably not on the front or other highly visible location
of the building--may be necessary to include all types of masonry, joint
styles, mortar colors, and other problems likely to be encountered on the job.
Unskilled repointing has negatively impacted the character of this late-19th century building. Photo: NPS files.
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If cleaning tests, for example, are also to be undertaken, they should be
carried out in the same location. Usually a 3 foot by 3 foot area is
sufficient for brickwork, while a somewhat larger area may be required for
stonework. These panels establish an acceptable standard of work and serve as
a benchmark for evaluating and accepting subsequent work on the building.
Joint Preparation. Old mortar should be removed to a minimum depth of
2 to 2-1/2 times the width of the joint to ensure an adequate bond and to
prevent mortar "popouts." For most brick joints, this will require
removal of the mortar to a depth of approximately ½ to 1 inch; for stone
masonry with wide joints, mortar may need to be removed to a depth of several
inches. Any loose or disintegrated mortar beyond this minimum depth also
should be removed.
Although some damage may be inevitable, careful joint preparation can help
limit damage to masonry units. The traditional manner of removing old mortar
is through the use of hand chisels and mash hammers. Though
labor-intensive, in most instances this method poses the least threat for
damage to historic masonry units and produces the best final product.
The most common method of removing mortar, however, is through the use of
power saws or grinders. The use of power tools by unskilled masons can be
disastrous for historic masonry, particularly soft brick. Using power saws on
walls with thin joints, such as most brick walls, almost always will result in
damage to the masonry units by breaking the edges and by overcutting on the
head, or vertical joints.
However, small pneumatically-powered chisels generally can be used safely and
effectively to remove mortar on historic buildings as long as the masons
maintain appropriate control over the equipment. Under certain circumstances,
thin diamond-bladed grinders may be used to cut out horizontal joints
only on hard portland cement mortar common to most early-20th century masonry
buildings. Usually, automatic tools most successfully remove old
mortar without damaging the masonry units when they are used in combination
with hand tools in preparation for repointing. Where horizontal joints are
uniform and fairly wide, it may be possible to use a power masonry saw to
assist the removal of mortar, such as by cutting along the middle of the
joint; final mortar removal from the sides of the joints still should be done
with a hand chisel and hammer. Caulking cutters with diamond blades can
sometimes be used successfully to cut out joints without damaging the masonry.
Caulking cutters are slow; they do not rotate, but vibrate at very high
speeds, thus minimizing the possibility of damage to masonry units. Although mechanical tools may be safely used in
limited circumstances to cut out horizontal joints in preparation for
repointing, they should never be used on vertical joints because of the
danger of slipping and cutting into the brick above or below the vertical
joint. Using power tools to remove mortar
without damaging the surrounding masonry units also necessitates highly
skilled masons experienced in working on historic masonry buildings.
Contractors should demonstrate proficiency with power tools before their use
is approved.
Using any of these power tools may also be more acceptable on hard stone, such
as quartzite or granite, than on terra cotta with its glass-like glaze, or on
soft brick or stone. The test panel should determine the acceptability of
power tools. If power tools are to be permitted, the contractor should
establish a quality control program to account for worker fatigue and similar
variables.
Mortar should be removed cleanly from the masonry units, leaving square
corners at the back of the cut. Before filling, the joints should be rinsed
with a jet of water to remove all loose particles and dust. At the time of
filling, the joints should be damp, but with no standing water present. For
masonry walls--limestone, sandstone and common brick--that are extremely
absorbent, it is recommended that a continual mist of water be applied for a
few hours before repointing begins.
Mortar Preparation. Mortar components should be measured and mixed
carefully to assure the uniformity of visual and physical characteristics.
Dry ingredients are measured by volume and thoroughly mixed before the
addition of any water. Sand must be added in a damp, loose condition to avoid
over sanding. Repointing mortar is typically pre-hydrated by adding water so
it will just hold together, thus allowing it to stand for a period of time
before the final water is added. Half the water should be added, followed by
mixing for approximately 5 minutes. The remaining water should then be added
in small portions until a mortar of the desired consistency is reached. The
total volume of water necessary may vary from batch to batch, depending on
weather conditions. It is important to keep the water to a minimum for two
reasons: first, a drier mortar is cleaner to work with, and it can be
compacted tightly into the joints; second, with no excess water to evaporate,
the mortar cures without shrinkage cracks. Mortar should be used within
approximately 30 minutes of final mixing, and "retempering," or adding more
water, should not be permitted.