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6 <br />5 <br />4 <br />3 <br />2 <br />a <br />a <br />w 1 <br />0 <br />0 1 <br />F <br />d <br />A <br />a <br />M 2 <br />z <br />0 <br />u <br />3 <br />4 <br />5 <br />6 <br /> SOIL DESCRIPTION: Clay (CH-CL) <br />SAMPLE LOCATION: Test Hole 5 @ 4' <br />50 % <br /> LIQUID LIMIT = <br />PLASTICITY INDEX = 31 % <br />PERCENT PASSING NO. 200 SIEVE = 97 <br /> NATURAL DRY UNIT WEIGHT = 116.6 pcf <br />NATURAL MOISTURE CONTENT = 12.9 % <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br /> PRESSURE UPON ADDING MOISTURE <br /> <br /> <br /> 20k <br /> <br /> <br /> <br /> <br /> <br /> <br />0.1 <br />1.0 lu <br />APPLIED PRESSURE (ksf) <br />100 <br />TiT: Date: <br />ts Ind <br />SWELL-CONSOLIDATION TEST RESULTS 2/23/09 <br />Job Name U i Q Left Shaft Site Pad Job No. p f;7 <br />"°0 8-824 1 79 <br />-7891 <br />2580 Copper ° 80787 <br />Figure <br />Location: County Road #27, Routt County, Colorado #7