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SAMPLE <br />40 <br />U <br />DRY <br />DENSITY <br />PCF <br />NORMAL <br />STRESS <br />Kg <br />BORING <br />DEPTH <br />1 <br />4.20 <br />8.2 <br />111 <br />1.44 <br />2 <br />8.2 <br />111 <br />2.88 <br />3 <br />8.2 <br />111 <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 />1.82 <br />1.59 <br />2.88 <br />4.20 <br />3.68 <br />5.76 <br />7.43 <br />6.79 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 THICKNESS 1.0 IN DIAMETER IN <br />0.05 0.10 0.15 0.20 0.25 0.30 <br />HORIZONTAL DISPLACEMENT- INCHES STRAIN RATE 0.02 IN /MIN <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />O <br />0 1 2 <br />JOB NO. 21,006 <br />3 4 5 6 7 8 9 10 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: GRAVEL, SILTY TO CLAYEY (GM-GC ) <br />SAMPLE TYPE #4 ROAD <br />Peak 4 <br />51 <br />Residual 51 <br />Peak C 290 PSF <br />Residual C 0 PSF <br />REMARKS: <br />Direct Shear <br />Test Results <br />FIG. 8 <br />SHEAR STRESS - KSF <br />SHEAR STRESS - KSF <br />