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12 <br />10 <br />8 <br />6 <br />4 <br />a <br />a <br />w 2 <br />I <br />0 <br />0 2 <br />F- <br />d <br />ca <br />0 4 <br />U) <br />z <br />0 <br />6 <br />8 <br />1 <br />1 <br /> SOIL DESCRIPTION: Slightly Sandy Clay (CH) <br />SAMPLE LOCATION: Test Hole 5 C 1' <br /> LIQUID LIMIT = 58 % <br />PLASTICITY INDEX = 37 % <br />PERCENT PASSING NO. 200 SIEVE = 92 <br /> NATURAL DRY UNIT WEIGHT = 106.9 pcf <br />NATURAL MOISTURE CONTENT = 17.2 % <br /> <br /> <br /> EXPANSION UNDER CONSTANT <br /> PRESSURE UPON ADDING MOISTURE <br /> <br /> 20k <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0.1 1.0 10 <br />APPLIED PRESSURE (ksf) <br />Tit e: Date: <br />SWELL-CONSOLIDATION TEST RESULTS 2/23/09 <br />Job Name: 18 Left Shaft Site Pad Job No08-8241 <br />Location: County Road #27, Routt County, Colorado Figure #6 <br />100 <br />Geot-nit l / Environmental Engineenrg - Materials <br />00 (970)879.7BB8- F.(970)879.1891 <br />2580 Copper Ridge DOm <br />_ Steamboat Springs, Cabrado BD487