SLUMP TEST PROCEDURE (FIELD TESTING)
1 To
obtain a representative sample, take samples from two or more regular
intervals throughout the discharge of the mixer or truck. DO NOT take samples
at the begin-ning or the end of the discharge.
2 Dampen inside of cone and place it
on a smooth,
moist, non-absorbent, level surface large enough to accommodate both the
slumped concrete and the slump cone. Stand or, foot pieces throughout the test
procedure to hold the cone firmly in place.
3 Fill cone 1/3 full by volume and
rod 25 times with 5/8-inch-
diameter x 24-inch-long
hemispherical tip steel













which
will produce non-
standard
results unless followed exactly.) Distribute rodding evenly over the entire
cross section of the sample.
4
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Fill cone 2/3 full by volume. Rod
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this layer 25 times with rod
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penetrating into, but not
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through first layer. Distribute
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rodding evenly over the
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entire cross section of the
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layer.
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7
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cone vertically with
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slow, even motion. Do
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not jar the concrete or
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tilt the cone during
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this process. Invert the
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withdrawn cone, and
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place next to, but not
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touching the slumped concrete.
(Perform in 5-10 seconds with no lateral or torsional motion.)
5
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Fill
cone to overflowing. Rod this
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6
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Remove
the excess con-
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layer
25 times with rod pen-
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crete
from the top of the
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etrating
into but not through,
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cone, using tamping rod as
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second
layer. Distribute
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a
screed. Clean overflow
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rodding
evenly over the entire
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from
base of cone.
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cross
section of this layer.
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8
Lay a straight edge across the top of





the
straight edge to the
top
of the slumped
concrete
at a point

center of the base. The slump
operation shall
be completed in a maximum elapsed
time of 2
1/2 minutes. Discard concrete. DO
NOT use in
any other tests.
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