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Direct Shear Test Results <br />ASTM D3080-90 <br />Project: Eureka Gravel Pit Visual Soil Description: Clayey Sand (SC) <br />Project Number: D04155GE Type of Specimen: Remolded <br />Laboratory Number: 11256 Diameter 1.946 in. <br />Date: 10!01/04, Friday Thickness 2.0 in <br />Project Technician: T. Harrison Sample Source: Test Boring One (1), Zero to Nine feet <br />Summa of Sam le Data: <br />Initial Moisture Content (%) 7.3 <br />Intial Dry Density (P.C.F) 117.4 <br />Final Moisture Content (%) 14.1 <br />Final Dry Density (P.C.F) 118.2 <br />Residual Direct Shear Test Results: <br />Normal Stress (P.S.I) <br />Max. Shear Stress (P.S.I) 2.1 <br />1.61 4.3 <br />2.89 8.6 <br />5.96 <br />8 <br />~ 6 <br />a <br />Vl <br />N 4 <br />~ 2 <br />r <br />0 <br />2.1 4.3 8.6 <br />Normal Stress, P.S.I. <br />8 <br />N 7.. l-^.'r^-^t.^~ <br />d 6 X <br />H 5 ^ <br />y ~ ~#*~a^ <br />4 ~^ r <br />y 3 <br />t <br />m 1 / ^_ <br />0 0 0.025 0.07 0.12 0.17 <br />Horizontal Deformation, inches <br />Stren th Parameters based on .080 inch Deformation: <br />Angle of Internal Friction, phi <br />Cohesion, P.S.F. 34 <br />15 <br />~tzztt~rErt ~ ~I~SIItttt~E~ <br />CONSULTING GEOTECHNICAL ENGINEERS <br />AN6 MATERIALS TESTING <br />