Samples should be dried to a constant mass, unless control situations necessitate rapid test results on coarse aggregate.

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Multiple Choice

Samples should be dried to a constant mass, unless control situations necessitate rapid test results on coarse aggregate.

Explanation:
Drying samples to a constant mass is the standard practice because moisture can inflate the measured weight and throw off calculations like absorption, density, and the amount of asphalt needed in a mix. You dry the sample in an oven (at a prescribed temperature, typically around 110°C) and weigh it repeatedly until two successive masses are within a very small difference, confirming you’ve reached the dry, constant-mass state. Only then is the mass considered Oven-Dried and reliable for calculations. There are times in plant work when a quick result is needed, especially with coarse aggregate, so procedures allow a rapid test in those control situations. In that case, you trade some precision for speed, using a method that doesn’t wait for constant mass. So the statement reflects the general rule plus a practical exception, making it the correct characterization.

Drying samples to a constant mass is the standard practice because moisture can inflate the measured weight and throw off calculations like absorption, density, and the amount of asphalt needed in a mix. You dry the sample in an oven (at a prescribed temperature, typically around 110°C) and weigh it repeatedly until two successive masses are within a very small difference, confirming you’ve reached the dry, constant-mass state. Only then is the mass considered Oven-Dried and reliable for calculations.

There are times in plant work when a quick result is needed, especially with coarse aggregate, so procedures allow a rapid test in those control situations. In that case, you trade some precision for speed, using a method that doesn’t wait for constant mass. So the statement reflects the general rule plus a practical exception, making it the correct characterization.

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