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<br /> <br /> <br /> <br /> <br /> <br />10 <br /> <br /> <br />9 <br /> <br />6 <br /> <br />7 <br /> <br />6 <br /> <br />5 <br /> <br /> <br />4 <br /> <br />3 <br /> <br /> <br />2 <br />a <br />.a <br />w 1 <br /> <br />rn <br />0 <br /> <br />I <br />0 1 <br /> <br />F <br />a <br />0 <br />0 2 <br />z <br />0 <br />U <br />0.1 1.0 - 10 20 100 <br />APPLIED PRESSURE (ksf) <br />Title: <br />SWELL-CONSOLIDATION TEST RESULTS Date: <br />3/z/o7 <br />.~w <br />°b "'m`~ Proposed Wash Plant lob No07-7442 ~,E..~E~_~..,~....~ <br />~910VI4P%'~FU(flONI9l®1 <br /> <br />l'oce°'°"'Twentymile Coal-Foidel Creek Mine, Routt County; C <br />eigu`e #9 ryu POR ~'P O.BV P5II6 <br />~'"nn1oii15pn"'`°°'~°"" <br /> SOIL DESCRIPTION: Sandy Claystone-Shale (CL-CH) <br />SAMPLE LOCATION: Test Hole 6 ® B Feet <br /> LIQUID LIMIT = 46 <br />PLASTICITY INDEX = 27 <br />PERCENT PASSING N0. 200 SIEVE = 88 <br /> NATURAL DRY UNIT WEIGHT = 119.0 pcf <br />NATURAL MOISTURE CONTENT = 13.5 % <br /> <br /> <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br />PRESSURE UPON ADDING MOISTURE <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />