In making a field identification test of a soil, you find that less that 50% by weight
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In making a field identification test of a soil, you find that less that 50% by weight of the coarse fraction is less than 1/4 in. (6mm) in size. The fine fraction of the soil exhibits low dry strength and gives a medium speed reaction to the shaking test. How would you classify this soil under the Unified System?
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