Question: A field engineer compacted a soil to achieve a target void ratio of 0 . 5 5 and a degree of saturation of 9 5

A field engineer compacted a soil to achieve a target void ratio of 0.55 and a degree of saturation of 95%. The specific gravity of solids (Gs) is 2.70, and the natural water content is 25%. Which of the following is closest to the dry unit weight of the compacted soil

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