Making And Curing Concrete Compression And Flexural Test Specimens Flashcards

1
Q

CSA A23.2–3 C specifies the procedure for _______, and _______, compression test cylinders and flexural test beams from samples of plastic concrete

A

Making / curing

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2
Q

The tamping rod must be a round straight steel rod with a diameter of _______, millimetres for the standard 100 x 200 mm cylinders

A

10 +- 1

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3
Q

Used for moulding strength test specimen shall be obtained in accordance with what CSA A23.2 test procedure

A

1C

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4
Q

Cylinder moulds, of 100 mm diameter can be used for concrete containing aggregate with particles up to _______, millimetres in size

A

28 mm (closest sieve size to 1/3 of 100 mm]

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5
Q

The moulding strength of test specimens must be completed within _______, minutes after sampling, including transport and mixing

A

20 minutes

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6
Q

After moulding test specimens, you should wait two hours before moving them to the nearby location of initial storage

A

False

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7
Q

Concrete with a specified slump of 100 mm the test specimens must be consolidated by what method

A

Rodding

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8
Q

If vibration is the selected method of consolidation a standard 100 mm by 200 mm cylinder must be filled in _______, equal layers.

A

2

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9
Q

When rotting 100 x 200 mm cylinder, each layer must be rodded _______, times with a rod of _______, millimetre diameter.

A

20 / 10 mm

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10
Q

When broaden the second and final layer of a cylinder, the camping rod should penetrate the previous layer by about _______,

A

25 mm

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11
Q

For a flowing Super plasticized concrete mix having a slump greater than 180 mm cylinders of 100 mm diameter shall be rodded _______, times per layer

A

8 (40%)

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12
Q

When using an internal vibrator to consolidate 150 mm x 300 mm compressive strength test specimen, the vibrator must be inserted at _______, different points for each layer

A

Three

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13
Q

When consolidating a flexural strength test specimen by rodding each layer shall be rodded evenly over its area once for every _______, of area

A

10 cm2

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14
Q

When vibrating a flexural strength test specimen using internal vibration, the vibrator should’ve be inserted at intervals not exceeding _______, along the centre line of the beam

A

150 mm

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15
Q

If no slump concrete is to be tested, which consolidation technique is required during moulding.

A

Special means of consolidation (vibration)

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16
Q

After moulding strength specimens for field, curing, the test specimen shall be stored in a controlled environment that maintains the temperature in the range of _______, to _______, during initial curing.

A

15 / 25

17
Q

What is the required time for demolding of strength specimens made in the field?

A

28+-8 hours

18
Q

The standard demolding time may be extended to a maximum of _______, hours for concrete of less than _______, MPA

A

76 / 35

19
Q

Upon completion of the initial curing period, compressive strength test specimens used as the basis of acceptance shall be stored in a _______, condition at _______, until the time of test.

A

Moist / 23+-2

20
Q

Cylinders which have been subjected only to field cure conditions prior to testing may be used to assess the quality of the concrete as delivered.

A

False

21
Q

Only cylinders or flexural beams, which have been kept on site under temperature and moisture conditions similar to that received by in-place concrete. May be used to assess for removal in service or post tensioning times.

A

True

22
Q

Specimens for determining when concrete is put into service must be stored in _______, at _______, for _______, hours immediately prior to testing

A

Lime Saturated Water / 23+-2 / 24+-4

23
Q

During transportation test specimens must be protected from damage from _______, or _______,

A

Shocks / Exposure to Adverse Conditions

24
Q

The test report must include the _______, and _______, ambient air temperatures measured during the initial curing period.

A

Minimum / maximum

25
Q

For self-controlled concrete compression and flexural test specimens shall be filled _______, in _______, lift to slightly _______, the top of the mould

A

Continuously / one / overfill

26
Q

For self consolidating concrete, the outer sides of the mould shall be tapped lightly _______, times with the mallet until _______,

A

10 or more / no large air bubbles & voids are closed