Sand. Sand is the largest component of mortar and the material that
gives mortar its distinctive color, texture and cohesiveness. Sand must be
free of impurities, such as salts or clay. The three key characteristics of
sand are: particle shape, gradation and void ratios.
When viewed under a magnifying glass or low-power microscope, particles of
sand generally have either rounded edges, such as found in beach and river
sand, or sharp, angular edges, found in crushed or manufactured sand. For
repointing mortar, rounded or natural sand is preferred for two reasons. It
is usually similar to the sand in the historic mortar and provides a better
visual match. It also has better working qualities or plasticity and can thus
be forced into the joint more easily, forming a good contact with the
remaining historic mortar and the surface of the adjacent masonry units.
Although manufactured sand is frequently more readily available, it is usually
possible to locate a supply of rounded sand.
The gradation of the sand (particle size distribution) plays a very important
role in the durability and cohesive properties of a mortar. Mortar must have
a certain percentage of large to small particle sizes in order to deliver the
optimum performance. Acceptable guidelines on particle size distribution may
be found in ASTM C 144 (American Society for Testing and Materials). However,
in actuality, since neither historic nor modern sands are always in compliance
with ASTM C 144, matching the same particle appearance and gradation usually
requires sieving the sand.
A scoop of sand contains many small voids between the individual grains. A
mortar that performs well fills all these small voids with binder (cement/lime
combination or mix) in a balanced manner. Well-graded sand generally has a 30
per cent void ratio by volume. Thus, 30 per cent binder by volume generally
should be used, unless the historic mortar had a different binder: aggregate
ratio. This represents the 1:3 binder to sand ratios often seen in mortar
specifications.
For repointing, sand generally should conform to ASTM C 144 to assure proper
gradation and freedom from impurities; some variation may be necessary to
match the original size and gradation. Sand color and texture also should
match the original as closely as possible to provide the proper color match
without other additives.
Lime. Mortar formulations prior to the late-19th century used lime as
the primary binding material. Lime is derived from heating limestone at high
temperatures which burns off the carbon dioxide, and turns the limestone into
quicklime. There are three types of limestone--calcium, magnesium, and
dolomitic--differentiated by the different levels of magnesium carbonate they
contain which impart specific qualities to mortar. Historically, calcium lime
was used for mortar rather than the dolomitic lime (calcium magnesium
carbonate) most often used today. But it is also important to keep in mind
the fact that the historic limes, and other components of mortar, varied a
great deal because they were natural, as opposed to modern lime which is
manufactured and, therefore, standardized. Because some of the kinds of lime,
as well as other components of mortar, that were used historically are no
longer readily available, even when a conscious effort is made to replicate a
"historic" mix, this may not be achievable due to the differences between
modern and historic materials.
Caulking was inappropriately used here in place of mortar on the top of the wall. As a result, it has not been durable. Photo: NPS files.
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Lime, itself, when mixed with water into a paste is very plastic and creamy.
It will remain workable and soft indefinitely, if stored in a sealed
container. Lime (calcium hydroxide) hardens by carbonation absorbing carbon
dioxide primarily from the air, converting itself to calcium carbonate. Once
a lime and sand mortar is mixed and placed in a wall, it begins the process of
carbonation. If lime mortar is left to dry too rapidly, carbonation of the
mortar will be reduced, resulting in poor adhesion and poor durability. In
addition, lime mortar is slightly water soluble and thus is able to re-seal
any hairline cracks that may develop during the life of the mortar. Lime
mortar is soft, porous, and changes little in volume during temperature
fluctuations thus making it a good choice for historic buildings. Because
of these qualities, high calcium lime mortar may be considered for many
repointing projects, not just those involving historic buildings.
For repointing, lime should conform to ASTM C 207, Type S, or Type SA,
Hydrated Lime for Masonry Purposes. This machine-slaked lime is designed to
assure high plasticity and water retention. The use of quicklime which must
be slaked and soaked by hand may have advantages over hydrated lime in some
restoration projects if time and money allow.