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
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image004.jpg)
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image006.jpg)
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![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image010.jpg)
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![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image018.jpg)
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![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image022.jpg)
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![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image030.jpg)
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
|
|
through first layer. Distribute
|
|
rodding evenly over the
|
|
entire cross section of the
|
|
layer.
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|
7
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|
cone vertically with
|
|
slow, even motion. Do
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not jar the concrete or
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tilt the cone during
|
|
this process. Invert the
|
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withdrawn cone, and
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place next to, but not
|
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
|
6
|
Remove
the excess con-
|
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
|
a
screed. Clean overflow
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||
rodding
evenly over the entire
|
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
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image040.jpg)
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image042.jpg)
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image046.jpg)
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image050.jpg)
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image052.jpg)
the
straight edge to the
top
of the slumped
concrete
at a point
![](file:///C:/Users/MUHAMM~1/AppData/Local/Temp/msohtmlclip1/01/clip_image054.jpg)
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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