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I t• , ~r l <br />i <br />• 3 <br />i <br />2 <br /> <br />• <br />aL <br />En <br />][ 1 <br />i <br />N <br />N <br />W <br />0' <br />1~- <br />EA <br />a' <br />Q <br />W <br />2 <br />N <br />3, <br />2.0 <br />LL <br />N <br />Y1.0 <br />N <br />W <br />OC <br />H <br />N <br />OL <br />Q <br />W <br />N <br />0.8 0.16 0.24 0.32 <br />HORIZOMAL DISPLACEMENT- INCHES <br />CSI <br />SAMPIE <br />MOISTURF <br />DRY <br />NORMAE <br /> <br />BORING <br />DEPfN COMENf <br />L DENSITY <br />PCF STRESS <br />KSF <br />R1 BULK 16.5 106 1, 2 At' <br /> <br /> <br /> <br />SAMPLE TYPE RFMOI nFn AT QSX <br />THICKNESS 1 . n IN DIAMETER 2.5 fN <br />STRAIN RATE n . n2 IN/MIN <br />NORMAI <br />STRESS <br /> <br />KSF PEAK <br />SHEAR <br />STRESS <br />KSF RESIDVAI <br />SHEAR <br />SIRE55 <br />KSF <br /> <br /> <br /> <br /> <br />Peak ~ a~° <br />Residual ~ ~e° <br />Peak C T_n KSF <br />1.0 2.0 3.0 4.o Residual C n_~ KcF <br />NORMAL STRESS -KSF <br />SAMPLE DESCRIPTION:_~~S~irnl conies o5z rnMOpC.R ON <br />REMARKS: <br />JOB NO. 25,863 <br />Direct Shear <br />Test Results <br />D 4 <br />FIG. A-E <br />