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3000 <br /> RESULTS - - - - - <br /> C, psf 947 - ..._ <br /> �. deg 15.4 :. <br /> m TAN 0-28 <br /> .. <br /> a 2000 <br /> w <br /> ' 1000 ;... <br /> Q <br /> w <br /> 0 1000 2000 3000 4000 5000 6000 <br /> Normal Stress, psf <br /> 3000 <br /> - - SAMPLE NO. : 1 2 3 <br /> - - - WATER CONTENT, % 10.7 10.7 10.7 <br /> = 2500 Q DRY DENSITY, pcf 97.6 97.6 97.6 <br /> H SATURATION, % 39.7 39.7 39 .7 <br /> F- <br /> CL 2000 Z VOID RATIO 0.728 0.728 0.728 <br /> H DIAMETER , in 2.41 2.41 2.41 <br /> m <br /> v - - - HEIGHT, in 1 .00 1 .00 1 .00 <br /> 1500 WATER CONTENT, % 21 .8 21 .8 21 .8 <br /> Cn <br /> F- DRY DENSITY, pcf 97. 7 97.7 97.8 <br /> 1000 - w SATURATION, % 81 .0 81 .2 81 .4 <br /> c _ H <br /> F VOID RATIO 0.726 0 .724 0.723 <br /> Q DIAMETER, in 2.41 2.41 2.41 <br /> 500 HEIGHT, in 1 .00 1 .00 1 .00 <br /> NORMAL STRESS, psf 1000 2000 4000 <br /> 0 _ - - FAILURE STRESS, psf 1231 1484 2052 <br /> 0 0.01 0.02 0.03 0.04 DISPLACEMENT, in 0.01 0.02 0.02 <br /> Horiz . Displ . , in ULTIMATE STRESS, psf <br /> DISPLACEMENT, in <br /> Strain rate, %/min 0.02 0.02 0.02 <br /> SAMPLE TYPE: Undisturbed CLIENT: <br /> DESCRIPTION: Brown Silty SAND <br /> ft. PROJECT: French Camp Self Storage <br /> SPECIFIC GRAVITY= 2 .7 SAMPLE LOCATION: 6103' <br /> REMARKS: <br /> PROJ . NO. : DATE: 7/5/01 <br /> DIRECT SHEAR TEST REPORT <br /> Fig. Na. ; SIGNET TESTING LABS , INC - <br />