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5 <br />4 <br />3 <br />2 <br />1 <br />K 0 <br />0 1 <br />F <br />a <br />a <br />0 2 <br />V1 <br />z <br />0 <br />U <br />3 <br />4 <br />5 <br />8 <br /> SOIL DESCRIPTION: Slightly Sandy Clay (CL) <br />SAMPLE LOCATION: Teat Plt 5 B 9' <br /> LIQUID LIMIT = 41 x <br />PLASTICITY INDEX = 21 R <br />PERCENT PASSING N0. 200 SIEVE = 97 <br /> NATURAL DRY UNIT FEIGHT = 109.1 pef <br />NATURAL MOISTURE CONTENT = 17.3 R <br /> <br /> <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0.1 <br />1.0 10 <br />APPLIED PRESSURE (kat) <br />100 <br />"~ SWELL-CONSOLIDATION TEST RESULTS 12/ <br />'°" "'m°' Proposed Intake Shaft Pad/Road 70° "°oa- <br />1°°.uoq.~entymile Coal-Foidel Creek Mine, Routt County, C X110 .# <br />~~.~ <br />s W.rr n. +a 1.116 <br />......1..fs...iA <br />