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SAMPLE <br />3 o <br />U <br />DRY <br />DENSITY <br />PCF <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />3.45 <br />12.7 <br />118 <br />1.44 <br />2 <br />12.7 <br />118 <br />2.88 <br />3 <br />12.7 <br />118 <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 />2.11 <br />1.48 <br />2.88 <br />3.45 <br />2.88 <br />5.76 <br />5.79 <br />4.50 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />JOB NO. 21.006 <br />1 2 3 4 5 6 7 <br />NORMAL STRESS - KSF <br />8 <br />SAMPLE TYPE x5 ROAD <br />1 <br />0 THICKNESS 1.0 IN DIAMETER 2.5 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 />Peak 40° <br />Residual 34° <br />Peak C 1000 PSF <br />Residual C 730 PSF <br />SAMPLE DESCRIPTION: GRAVEL. CLAYEY, SANDY ( GC ) <br />REMARKS: <br />Direct Shear <br />Test Results <br />FIG. 9 <br />SHEAR STRESS - KSF <br />SHEAR STRESS - KSF <br />