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SAMPLE <br />MOISTURE <br />DRY NORMAL <br />DENSITY STRESS <br />PCF KSF <br />BORING <br />DEPTH <br />CONTENT <br />% <br />1 <br />31.6 <br />9 . 5 <br />110 1.44 <br />2 <br />4.59 <br />9.5 <br />110 2.88 <br />3 <br />9.5 <br />110 5.76 <br />NORMAL <br />STRESS <br />KSF <br />PEAK <br />SHEAR <br />STRESS <br />KSF <br />RESIDUAL <br />SHEAR <br />STRESS <br />KSF <br />1.44 <br />2.05 <br />1.59 <br />2.88 <br />31.6 <br />2.73 <br />5.76 <br />5.45 <br />4.59 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />JOB NO. 21,006 <br />HORIZONTAL DISPLACEMENT- INCHES <br />1 2 3 4 5 6 7 8 9 10 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: GRAVEL, CLAYEY, SANDY ( GC ) <br />REMARKS: <br />SAMPLE TYPE #1 MINE <br />O <br />O <br />_moo <br />0 <br />a <br />THICKNESS 1 . 0 IN DIAMETER 2 . 5 IN <br />STRAIN RATE 0.02 IN /MIN <br />Peak 39 <br />Residual <br />34 ° <br />Peak C 880 PCF <br />Residual C 700 PCF <br />Direct Shear <br />Test Results <br />FIG. 7 <br />