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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />5 <br /> <br />4 <br /> <br />3 <br /> <br /> <br />2 <br />.~ <br />m 1 <br /> <br />rn <br />0 <br /> <br /> <br /> <br />O 1 <br /> <br />F <br />A <br />0 2 <br />z <br />0 <br />U <br />3 <br /> <br />4 <br /> <br />5 <br /> <br />6 <br /> <br />0.1 1.0 10 100 <br />APPLIED PRESSURE (ksf) <br />Tiue: <br />SWELL-CONSOLIDATION TEST RESULTS D°t<: <br />3/2/07 <br />°° "°""~ Proposed Wash Plant '°b N°o7-7aaz ~,E~~~~~,.~..~.....~ <br />ryroNn.ram. Fu ryioN>sresf <br /> <br />co°auo°` Twentymile Coal-Foidel Creek Mine, Routt County, C Fi ure <br />a # 1 ~ zxo~1xeo.o~~v.o. m.nxas <br />s""''~°"°°°"" <br />_ SOIL DESCRIPTION: Sandy Clay (CL) <br />SAMPLE LOCATION: Test Hole 7 ® 4 Feet <br /> LIQUID LIMIT = 33 <br />PLASTICITY INDEX = 21 <br />PERCENT PASSING N0. 200 SIEVE = 80 <br /> NATURAL DRY UNIT WEIGHT = 117.3 pcf <br />NATURAL MOISTURE CONTENT = 11.8 <br /> <br /> <br /> <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br /> PRESSURE UPON ADDING MOISTURE <br /> <br /> <br /> <br /> <br /> <br /> <br />