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• <br /> <br />e <br /> <br />a <br />a <br />w 1 <br />0 <br />v <br />1 <br />F <br />Q <br />A <br />0 2 <br />z <br />0 <br />U <br />3 <br />4 <br />5 <br />s <br /> SOIL DESCRIPTION: Slightly Sandy Clay (CL} <br />SAMPLE LOCATION: Test Hole 2 ~ 1' <br /> LIQUID LIMIT = 35 <br />PLASTICITY INDEX = 15 <br />PERCENT PASSING N0. 200 SIEVE = 92 <br /> NATURAL DRY UNIT WEIGHT = 106.9 pcf <br />NATURAL MOISTURE CONTENT = 18.3 <br /> <br /> <br /> <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br /> PRESSURE UPON ADDING MOISTURE <br /> <br /> <br /> <br /> <br /> <br /> <br />o.l <br />1.U 10 <br />APPLIED PRESSURE (ksf) <br />loo <br />1° Date: " I ~ <br />'YELL-CONSaLIDATION TEST RESULTS 7/18/07 ,~~„~~.P. • ~~- ~ ~s " ~'• - <br />jo6 Name: Job No. ~°°»""~`"""'°""'""'F °'"'°"n9''""en°~T°"'"p <br />6MN Pond 2 a7-755s <br />(970jE7¢78E! • ia[ (9T9j979.78% <br />25&7 CopPe ^bCe Qtire •iA.6oz775TI6 <br />,ovation: FO1deI Creek Mine, Routt County, Colorado Fwure ~~ sx:nxo,ar+~.rnr~~aaT7 <br />1 <br />