CCIL Concrete Testing Technician Certification - A23.2-3C, Exams of Engineering

CCIL Concrete Testing Technician Certification - A23.2-3C

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2025/2026

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CCIL Concrete Testing Technician
Certification - A23.2-3C
1. A23.2-3C
1.
Scope:
This
Test
Method
specifies
the
procedure
for
making
and
curing
compression
test
cylinders
and
flexural
test beams
from samples of plastic concrete. Procedures for both field and laboratory work are included.
2.
ACI:
American
Concrete
Institute
3.A23.2-3C
3.
Summary:
This
Test
Method
is
used
to
cast
compressive
or
flexural
strength
test
specimens
and
cure
them on site
prior to timely transportation to the laboratory for subsequent curing and strength testing.
4.A23.2-3C
4.
Significance
and
use:
This
Test
Method
specifies
the
standard
procedure
for
making,
curing,
protecting, and
transporting concrete specimens.
5.
4. Significance and use
If the specimens are made and standard cured as specified in this Test Method, the
resulting strength data, when the specimens are tested in accor-dance with the
relevant test method, may be used for the following purpos-
es::
1. acceptance testing for
specified strength;
2.
checking
adequacy
of
mixture
proportions
for
strength;
and
3.
quality
control
pf3
pf4
pf5

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CCIL Concrete Testing Technician

Certification - A23.2-3C

1. A23.2-3C

  1. Scope: This Test Method specifies the procedure for making and curing compression test cylinders and flexural test beams from samples of plastic concrete. Procedures for both field and laboratory work are included. 2.ACI: American Concrete Institute 3.A23.2-3C
  2. Summary: This Test Method is used to cast compressive or flexural strength test specimens and cure them on site prior to timely transportation to the laboratory for subsequent curing and strength testing. 4.A23.2-3C
  3. Significance and use: This Test Method specifies the standard procedure for making, curing, protecting, and transporting concrete specimens. 5.4. Significance and use If the specimens are made and standard cured as specified in this Test Method, the resulting strength data, when the specimens are tested in accor-dance with the relevant test method, may be used for the following purpos-es:: 1. acceptance testing for specified strength;

2. checking adequacy of mixture proportions for strength; and

3. quality control

2 / 6.4. Significance and use If the specimens are made and field-cured as specified in this Test Method, the resulting strength data, when the specimens are tested in accordance with the relevant Test Method, may be used for the following purposes:: 1. consideration of whether the structure is able to be put into service;

2. comparison with test results of standard cured specimens or with test results from various in place test methods;

3. adequacy of curing and protection of concrete in the concrete structure; and

4. formwork or shoring removal time requirements.

7.5. Apparatus 5.1 Moulds for compression test specimens:: Use cylindrical moulds, meeting the requirements of CSA A23.2-1D, having nonabsorbent surfaces and suflciently rigid to hold their shape during the moulding of the test specimens. Do not use cardboard moulds for specified concrete strengths greater than 35 MPa. Lightly coat reusable moulds with mineral oil or other suitable non-reactive form release material before use. 8.5.3 Tamping rod For 100 mm x 200 mm cylinders,: se a round straight steel tamping rod 10 +/- 1 mm in diameter and between 450 mm and 600 mm in length, having at least one end rounded to a hemispherical tip. 9.5.3 Tamping rod For cylinders 150 mm in diameter or greater and for rectangular moulds,: use a round straight steel tamping rod 16 +/- 1 mm in diameter and not less than 450 mm nor more than 600 mm in length, having at least one end rounded to a hemispherical tip.

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  1. 5.6 Sampling and mixing receptacles: A suitable pan, wheelbarrow, or flat, clean, nonabsorbent mixing board of suflcient capacity shall be provided to allow easy mixing by shovel or trowel of the entire sample.
  2. 5.7 Strike-off bar: approximately 6 mm x 25 mm x 450 mm shall be provided.

5 /

  1. 5.8.1 Water Storage tanks (General): Tanks shall be constructed on non-corroding materials. Water temperature at 23 +/- 2 degrees Celsius. All water storage tanks shall be equipped with a temperature recorder with its sensing element in the storage water.
  2. 5.8.1 Water Storage tanks (General) Alternatively, manual temperature readings...: may be used and these readings shall be taken twice daily (morning and afternoon) at least 5 days per week with an accuracy of 0.5 degrees Celsius.
  3. 5.8.1 Water Storage tanks (General) A group of water storage tanks may be considered one tank if the following three conditions are met:: 1. All tanks are interconnected with tubing that allows water to flow between the tanks.

2. Some means of circulation is provided between the tanks.

3. Temperature variation between the tanks shall not exceed 1 degrees Celsius when checked and recorded weekly.

  1. 5.8.1 Water Storage tanks (General) The water in a storage tank shall be...: Saturated with calcium hydroxide (high calcium hydrated lime) to prevent leaching of calcium hydroxide from the specimens. Without it can attect test results due to the leaching of lime from the test specimens.
  2. 5.8.1 Water Storage tanks (General) The water in a storage tank shall be (more)...: thoroughly stirred at intervals not to exceed one month to help replace calcium ions that have depleted. Tanks shall be cleaned and refilled with water containing 3 g/L of calcium at intervals not to exceed 24 months.
  3. 5.8.2 Water Storage tanks: Continuously running fresh water or demineralized water shall not be used in