CT 202 - Sieve Analysis Flashcards

1
Q

For samples weighing more than 1,000g the balance should read to ________.

A

0.2% of the test sample mass

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2
Q

Sample with more than 15% passing the No.4 sieve shall be sufficient to yield at least ___________ of material passing the No.4 sieve.

A

1000g

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3
Q

Sieving shall continue until no more than _______% of the sample passes any one sieve during one additional minute of hand sieving.

A

0.5%

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4
Q

When sieving fine agg, the material retained on the No. 200 sieve should not exceed __________.

A

1 g/in^2

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5
Q

When performing sieve analysis on coarse agg, in no case shall the mass of material retained on each successive be accumulated.

A

False

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6
Q

When testing reclaimed agg that contain traces of asphalt, the oven drying temp should not exceed___________.

A

100 deg F

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7
Q

Fine agg shall be agitated in the mechanical washing vessel for ________.

A

2 min +- 5s

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8
Q

The exact amount of agg sampe required for sieve analysis testing varies according to ____________.

A

The nominal size of the agg

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9
Q

Hand sieving is never allowed when performing a sieve analysis test.

A

False

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10
Q

For granulated quicklime, the sample size tested for sieve analysis should weigh __________.

A

250g

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11
Q

For granulated quick lime, sieving should not be accomplished by the mechanical sieving method.

A

False

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12
Q

When could all material passing No. 4 sieve be used for fine agg sieve analysis testing?

A

When there is insufficient material to obtain the required 500 g.

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13
Q

When using a mechanical shaker for sieve analysi, how is the sieving time established?

A

The minimum mechanical shaking time is established by comparison with the hand-sieving method.

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14
Q

What last 3 steps do you need to perform to complete the grading analysis of the sample?

A
  1. Dry to constant mass
  2. Separate sample on sieves
  3. Determine and record cumulative mass retained on each sieve
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