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CCIL Concrete Testing Technician Certification - A23.2-3C questions and answers $11.99   Add to cart

Exam (elaborations)

CCIL Concrete Testing Technician Certification - A23.2-3C questions and answers

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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. ACI - American Concrete Institute A23.2-3C 3. Summary - This Te...

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  • January 25, 2024
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  • 2023/2024
  • Exam (elaborations)
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CCIL Concrete Testing Technician
Certification - A23.2-3C questions and
answers
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.

ACI - American Concrete Institute

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.

A23.2-3C
4. Significance and use - This Test Method specifies the standard procedure for making,
curing, protecting, and transporting concrete specimens.

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 accordance with the relevant
test method, may be used for the following purposes: - 1. acceptance testing for
specified strength;
2. checking adequacy of mixture proportions for strength; and
3. quality control

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.

5. Apparatus

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