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Project No.: L10004- 00(Proj. Name: Fortune Reservoir Dam Raise <br />Sampled By: <br />Sample ID: 1 164 <br />Lab Tech: KR Test Date: 29- Mar -10 ample Date: 3/23/2010 <br />Sample Location: <br />LH 1- C -2A 9 -10' <br />Soil Description: <br />Fat Clay with sand (Shale) <br />USCS Classification: <br />CH <br />Checked by: JNM <br />• <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): 9315 <br />psf <br />Shear Strength (S_u): 4658 psf <br />Axial Axial LoacP <br />Strain ( %) (lb) <br />0.0 <br />0.3 <br />0.5 <br />0.8 <br />1 .1 <br />1.3 <br />1.6 <br />1.8 <br />2.1 <br />2.4 <br />2.6 <br />2.9 <br />3.2 <br />3.4 <br />3.7 <br />4.0 <br />4.2 <br />4.5 <br />4.7 <br />5.0 <br />5.3 <br />5.5 <br />5.8 <br />6.1 <br />6.3 <br />6.6 <br />6.9 <br />7.1 <br />711.2 <br />1423.6- <br />1841.4 <br />2643.7 <br />3456.1 <br />4350.7 <br />5005.5 <br />5924.5 <br />6414.1 <br />6967.5 <br />7513.1 <br />7885.4 <br />8175.4 <br />8397.7 <br />8684.5 <br />8735.6 <br />9047.6 <br />9083.1 <br />9313.3 <br />9278.3 <br />9252.5 <br />9300.4 <br />9265.3 <br />9211.9 <br />9145.0 <br />9101.0 <br />9016.3 <br />8895.8 <br />10000.0 <br />9500.0 <br />9000.0 <br />8500.0 <br />8000.0 <br />7500.0 <br />7000.0 <br />6500.0 <br />6000.0 <br />5500.0 <br />5000.0 <br />4500.0 <br />4000.0 <br />3500.0 <br />3000.0 <br />2500.0 <br />2000.0 <br />1500.0 <br />1000.0 <br />500.0 <br />0.0 <br />00 <br />2.0 <br />Stress- Strain Curve <br />4.0 <br />6.0 <br />Strain % <br />8.0 <br />10.0 <br />12.0 <br />