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FROM :LAMBERT8.ASSOCIATES FAX NO. :9702493262 Jun. 12 2007 11:21AM P10 <br />Attachment 2.05.3(3) -21 -55 <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Project: Western Fusls Miscellaneous Testing Project Number. U070PUT Date Sampled: <br />Location: <br />Sample Source: TP 2 Q 0 -5.51t _ Lab Sample W 0770 <br />Sample Description: <br />Clay, S--On- Brown Date Tested: 614/20157 Tested By: AC <br />Direct Shear Test Results <br />6 x.. <br />i <br />y =0.3718x +0.7198 <br />R2 0.997 <br />4 <br />y = 0.4152x + 1.0164 <br />R2 - 0.9887 <br />y 3 <br />y = 0.4248x + 1.3568 <br />R' = 0.9942 <br />2- <br />• 2% Strain <br />s <br />■ 4% Strain <br />♦ 8% Strain <br />1 <br />-- -Unear (6% Strain) <br />.. <br />-- — Linear (4% Strain) <br />r <br />- <br />- - Unear (2% Strain) <br />0.00 <br />2.00 4.00 6.00 8.00 <br />Normal Stress (psi) <br />Soil remolded to approximately 85% ASTM D698 Maximum Dry Density <br />Remolded Dry Density = 97 pcf Moisture Content = 9.7% <br />% Strain <br />Cohesion (pst) Friction Angle (deg) <br />2 <br />104 20 <br />4 <br />146 23 <br />6 <br />196 23 <br />Attachment 2.05.3(3) -21 -55 <br />