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Breaking
load
AS/NZS 4456.5
This test, also known as transverse strength, measures the force
needed to break a paver in half. The paver is supported on two
beams, 25 mm in from each end, and the force is applied via another
beam in the centre. The results of this test are reported in
kilonewtons (kN). They’re a measure of the paver’s ability to
resist the stresses of handling, transporting and laying, and the
loads likely to be encountered in service. Pavers with a breaking
load of 2 kN or more are deemed to be strong enough to be
transported and laid. Higher strengths (5kN and up) are needed for
driveways, roads, etc. Normally the breaking load test is done on a
sample of 10 pavers of the same size.
The breaking load test can
also be used to measure the flexural strength of the material the
pavers are made from (concrete, stone, fired clay), which can then
be used to predict the breaking load of pavers of different
dimensions. For example, how much stronger will a paver
that's twice as thick be?
Abrasion
resistance AS/NZS 4456.9
Pavers are generally
subjected to abrasive wear on their top surface in use. This is
typically from foot traffic (high-heeled shoes are particularly
tough on pavers), but also from vehicular traffic.
The laboratory test for
abrasion resistance involves bombarding the paver surface with
hundreds of steel ball bearings. Sixteen pavers (or segments of
pavers) are fixed to the outside of a drum containing the ball
bearings, and as the drum rotates the ball bearings tumble and roll
against the pavers through round holes in the drum. After an hour
of this treatment, the pavers are weighed to measure the mass loss,
which is then converted to a volume loss and reported as the
abrasion index.
Pavers with an abrasion index
of 3.5 or less are considered suitable for high-volume pedestrian
traffic (eg shopping centre entrances & pedestrian malls). Up
to 5 is OK for roads and low-volume public footpaths, and for
domestic driveways around 7 is acceptable.
Salt
attack resistance AS/NZS 4456.10
In some situations, pavers
can be attacked by salts from ground water, swimming pools , spas
etc. How resistant a given paver is to the effects of salt
crystallisation will depend on things like the porosity of the
paver and the strength of the material the paver is made from, as
well as the concentration and type of
salt,and the ambient temperature.
Pavers may be classed as
Exposure Grade if they either have a history of coping with a salty
environment, or have passed a laboratory test which simulates such
conditions. The lab test puts small segments of paver through a
series of 40 cycles of alternate soaking in a salt solution, then
drying in an oven. If the specimens survive the 40 cycles with less
than a specified loss in mass, they’ve passed the test.
The salt normally used in the test solution is sodium sulfate,
as this is what causes most damage. Sodium chloride may be
used instead, for instance if the paving is to be laid within reach
of wind-blown sea spray.
If the pavers are made of stone (basalt, limestone, sandstone,
granite, etc) then a modified test is used, with different specimen
dimensions and number of cycles.
Slip
resistance AS/NZS 4586 Appendix
A
This is a topic of particular
interest to local councils and operators of public areas such as
shopping centres, because of the legal implications of pavements
which may be slippery to pedestrians when wet.
The most common test for slip
resistance involves sliding a rubber pad on the end of a pendulum
across the wet paver surface and measuring how far the pendulum
swings up on the other side. The more slippery the paver surface,
the lower the test result, which is reported as “British Pendulum
Number”. Depending on this value, the paver can be classified as
Class V (least slippery) through to Class Z (most
slippery).
Dimensions
AS/NZS
4456.3
Users of pavers will often
want to know how much variation there is in the size of their
pavers. Consistency of dimensions is important whenever patterns or
straight lines need to be maintained in a paved area, particularly
when pavers are butted up against one another.
Under this standard test, 20
pavers can be either measured individually for length, width and
thickness, or they can be placed side by side, end to end, etc and
their cumulative dimensions measured.
Potential
to effloresce AS/NZS 4456.6
Efflorescence is a deposit of
salts, usually white, on the surface of pavers after being laid.
The salts usually come from ground water or out of the bedding sand
that the pavers are laid on, but may come from within the pavers
themselves.
This test predicts the
likelihood that the pavers will display such unsightly deposits
from salts that they already contain.
Water
absorption AS/NZS
4456.14
A standard soaking-in-water
test can determine the porosity of pavers, which can then be used
as an indication of the potential for the development of problems
related to the penetration of salts and other materials into the
pavers, such as salt attack and efflorescence.
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