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SAMPLE <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />2.77 <br />11.8 <br />97 <br />1.44 <br />2 <br />11.8 <br />97 <br />2.88 <br />3 <br />11.8 <br />101 <br />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 />2.29 <br />1.79 <br />2.88 <br />2.77 <br />2.66 <br />5.76 <br />5.47 <br />5.34 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />.05 <br />HORIZONTAL DISPLACEMENT- INCHES <br />0 <br />1 2 3 4 5 6 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: GRAVEL, <br />REMARKS: <br />JOB NO. 21,006 <br />.10 <br />.15 .20 <br />7 <br />8 <br />.25 <br />SILTY, VERY SANDY (GM) <br />SAMPLE TYPE #3 MINE <br />THICKNESS 1.0 IN DIAMETER 2 . 5 IN <br />.30 <br />STRAIN RATE 0.02 IN /MIN <br />Peak 37 <br />Residual 32° <br />Peak C 940 PSF <br />Residual C 860 PSF <br />Direct Shear <br />Test Results <br />FIG. 8 <br />