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SAMPLE <br />MOISTURE <br />CONTENT <br />q° <br />DRY <br />DENSITY <br />PCF <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />3.75 <br />8 .0 <br />121 <br />1.44 <br />2 <br />8.0 <br />122 <br />2.88 <br />3 <br />8.0 <br />122 <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 />1.91 <br />2.88 <br />3.75 <br />3.36 <br />5.76 <br />7.36 <br />6.08 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />SAMPLE TYPE 113 ROAD <br />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 IN /MIN <br />` a <br />4 <br />0 <br />a <br />1 2 3 4 5 6 7 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: GRAVEL, SANDY, SILTY (GP) <br />JOB NO. 21.006 <br />8 9 10 <br />Peak 48 <br />Residual 44 <br />PeakC 720 PSF <br />Residual C 550 PSF <br />REMARKS: <br />Direct Shear <br />Test Results <br />FIG. 7 <br />