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• 6 <br />3 <br />LL <br />N <br />x2 <br />N <br />N <br />H 1 <br />rJ <br />4 <br />Q <br />w <br />u=i 0 <br />6 <br />• 5 <br />4 <br />3 <br />LL <br />h <br />x 2 <br />w <br />~ 1 <br />N <br />Q <br />W <br />In 0 <br />0.1 0.2 <br />HORIZOMAL DISPLACEMENT- INCHES <br />~' <br />SAMPLE <br />MOISNRF <br />DRY <br />NORMAI <br /> <br />B041NG <br />DE PfH COMENi <br />Y' DENSITY <br />PCF $iRf S$ <br />KSF <br />COMP - 9.4 91 1.0 <br />COMP - 9.4 91 2.0 <br />COMP - 9.4 91 4.0 <br /> <br />SAMPLE TYPE <br />J THICKNESS _ 1 • C IN DIAMETER 2.5 IN <br />0.3 <br />STRAIN RATE ~ • D2 IN/MIN <br />NORMAI <br />Si4E 55 <br /> <br />KSF PEAL <br />SHEAR <br />STRESS <br />KSF Rf SIDU AI <br />SHEA4 <br />ST4E SS <br />KSF <br />1.0 !1.82 0.73 <br />2.0 1.63 1.27 <br />4,0 3.18 2.77 <br /> <br />Peak ~ <br />Residual ~ <br />Peak C <br />37 <br />200 <br />NORMAL STRESS - KSF 3 4 5 6 7 ~ Residual C <br />SAMPLE DESCRIPTION COAL WASTE MOIST, BLACK <br />REMARKS: C'.Orgp SITE SAMP E (+3/B INCH MATERIAL REMOVED AND REPLACED WITH +a TO <br />-Z/A1 <br />JOB. !`I0. 23,793 <br />Direct Shear Frc. 7 <br />Test Results <br />