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Long before the gray “pea soup” is ladled onto
the ground, the exact details of each ingredient
are measured, recorded, tested, approved, and
tested again. The effects of the differences in
the recipes are as vast and as subtle as the
flavor fest featured at any chili cook-off.
The core ingredients (Cement, Fly
ash, Rock, Pea Gravel, Sand, & Water) are nearly
always the same but the exact proportions and
the testing methods will be the difference
between a highway and home—literally.
Specifications on strength, durability, and
workability are outlined by the type and scope
of the job. The recipe is then dictated by the
attributes of each of the ingredients and the
effects on the characteristics of the concrete. concrete.
Once the rough draft of the recipe is on
paper, each item is then procured and the
Quality Assurance phase begins. Prior to
combining the ingredients, Gradation, Moisture &
SPG (Specific Gravity) testing is done on each
component individually and must fall within the
acceptable range of the overall specifications.
Gradation testing is the process of separating
all the aggregates and sorting by size through a
set of sieves. Once this is done, the total
cumulative sizes are recorded and then added
together. There must be an acceptable
distribution of the aggregate sizes as well as
overall percentages of “coarse” and “fines.”
These figures have a direct correlation to the
overall strength and workability of the
concrete. Experience and science have
determined that the correct proportion will deem
the concrete “well graded” meaning that the
aggregates fit well together and compacts
tightly around any reinforcement material
required for the job. “Gap graded” concrete has
more gaps between aggregates, more air pockets,
and higher water ratio requirements. ts. |
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Moisture & SPG tests take a reading on the
amount of moisture in the aggregates and the
weight of the aggregate in water, respectively.
Based on the moisture content, the water ratio
may need to be adjusted to meet the strength
requirement; the less water, the stronger the
mix. Material weights are used to
determine the absolute |
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volume of material, which translates to a batch
and unit weight. The unit weight serves as
a benchmark for the Slump Test to make sure that
the correct amount of material is used and that
mixer trucks are not overloaded so that the
concrete is delivered safely to the job site.
On
occasion, all invested parties will collaborate,
supervise, and verify stages in the mix testing
process. In January, John Hart & Brian
Burr from the Iowa DOT and Matt Proctor & Jimmy
Hammond from Cedar Valley met with our Quality
Control team at the Brooklyn Lab to test a mix
for the I-235 Downtown Des Moines project.
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Each ingredient was carefully measured and
then poured into the portable mixer. Once
mixed, a concrete temperature reading is taken.
Ideally, the concrete temperature will simulate
what will happen in the field. The higher
the temperature the quicker the concrete will
cure and harden.
Next, a Slump measurement is taken. Slump is
the distance that cone flattens immediately
after the Slump Cone is removed. The more dense
or consistent a mix is the less it will slump
indicating the overall moisture content. The
mix must be within the specified range to pass
this test and is a good indicator that the
strength will meet specs as well.
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After passing the Slump test, mix is then
scooped into an Air Pot and then tamped and
finished just as, on the job site, concrete is
consolidated to remove entrapped air. The
Air Pot is then weighed. From the unit
weight, a yield can be calculated to make sure
that the right amount of material is being used
and is checked against the figures and
calculations. The Air Pot lid is then
fastened and water is pumped in (left) to expel
any remaining air to get an air reading.
The amount entrained air (strategically placed
air bubbles) in concrete is an indicator of how
well the mix will withstand the freeze and thaw
cycles that we have in our region. |
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Since this project involves paving, the
remaining concrete is poured into beams that
will be used for Flexural Strength (pressure to
bend) testing. If this were a structural
project, such as a building foundation or
Insulated Concrete Form job, cylinders, instead
of beams, would be cast and Compressive Strength
would be tested. After approximately 20
hours, the concrete has set and is removed from
the beam forms. Since concrete must
be kept moist during the curing process, the
beams are then placed in a curing tank
(right)
containing a water/lime solution.
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At specified intervals, the beams are
removed from the curing tank, dried and placed
in the Strength Testing Machine
(left).
Pressure is applied until the concrete
fractures. The exact amount of pressure is
recorded. After all the tests are complete and
all specs are met, the mix is approved and plans
move forward.
This type of extensive testing process continues
throughout the duration of the project. It is
this attention to detail that makes a quality
product, a job well done, and a satisfied
customer.
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