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Project No. L10004- 00(Proj. Name: Fortune Reservoir Dam Raise Sampled By: <br />Sample ID: 1164 Lab Tech: KR <br />Test Date: 29- Mar -10 ample Date: 3/23/2010 <br />Sample Location: <br />LH 1- C -2A 9 -10' <br />Soil Description: <br />Clayey Sand <br />USCS Classification: <br />SC <br />Checked by: JNM <br />• <br />Lyman Henn, A Division of Brierley Associates, LLC <br />110 16th Street #700 <br />Denver, Colorado 80202 <br />Phone: (303) 534 -1100 <br />Fax: (303) 534 -1777 <br />Unconfined Compressive Strength of Cohesive Soil (ASTM 2166) <br />Unconfined Compressive Strength (q_u): <br />Axial <br />Strain ( %) <br />0.0 <br />0.2 <br />0.5 <br />0.7 <br />1.0 <br />1.2 <br />1.5 <br />1.7 <br />2.0 <br />2.2 <br />2.4 <br />2.7 <br />2.9 <br />3.2 <br />3.4 <br />3.7 <br />3.9 <br />4.2 <br />4.4 <br />4.6 <br />4.9 <br />Axial <br />Load (lb) <br />273.5 <br />476.3 <br />544.4 <br />715.9 <br />945.6 <br />1031.7 <br />1269.3 <br />1466.5 <br />1726.2 <br />1775.4 <br />1955.4 <br />2056.9 <br />2264.2 <br />2272.9 <br />2281.6 <br />2285.4 <br />2289.2 <br />2183.2 <br />2063.5 <br />1968.2 <br />1773.9 <br />2500.0 <br />2000.0 <br />1500.0 <br />a <br />1000.0 <br />500.0 <br />0.0 <br />Stress - Strain Curve <br />0 0 1.0 2.0 3.0 4.0 5.0 6.0 <br />Strain % <br />7.0 <br />8.0 <br />9.0 <br />10.0 <br />