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SAMPLE <br />MOISTURE <br />CONTENT <br />DRY <br />DENSITY <br />PCT <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />4.27 <br />9.8 <br />120 <br />1.44 <br />2 <br />9.8 <br />120 <br />2.88 <br />3 <br />9.8 <br />120 <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 />2.50 <br />1.70 <br />2.88 <br />4.27 <br />3.00 <br />5.76 <br />5.61 <br />4.20 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />JOB NO. 21,006 <br />A A A A A <br />A A A <br />0`'' 0 <br />° ° Q o e e o <br />No A P A 0 0 00 • 0 • 0 O <br />0 0 <br />0.05 .10 .15 .20 .25 <br />HORIZONTAL DISPLACEMENT- INCHES <br />1 2 3 4 5 6 7 8 9 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: <br />.30 <br />GRAVEL, SANDY, CLAYEY (GP) <br />SAMPLE TYPE #4 MINE <br />1.0 <br />THICKNESS IN DIAMETER 2.5 IN <br />STRAIN RATE 0.02 IN /MIN <br />Peak $43, 35 <br />Residual 4 31 <br />Peak C 1870 PSF <br />Residual C 1040 PSF <br />REMARKS: <br />Direct Shear <br />Test Results <br />FIG. 9 <br />