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...................... <br /> ........... <br /> .... ...............- <br /> a <br /> .. ............. .......... ........ .... <br /> ..................... <br /> .......... <br /> ............. <br /> .............. ...... <br /> .......... ............. <br /> .......... <br /> (n 2. 6 <br /> ........... <br /> .... ............ <br /> ..... ........ ....... <br /> r. <br /> ............ <br /> cn <br /> .......... <br /> ............ <br /> . ......... <br /> [Ai <br /> ........... A...7...... .. .... <br /> .......... <br /> ............ ..... <br /> -!. .......... <br /> C <br /> .............. <br /> .......... <br /> < 1 .3 <br /> 7 . . ........... <br /> a :-s <br /> PEAK Ultimate <br /> ........... <br /> ii <br /> X: <br /> C ksf 0.29 0 <br /> deg 41 .8 39 .4 <br /> V d <br /> ......... .... ....... .... <br /> .......... <br /> 0 10. . . AN 0 .89 0.82 <br /> 0 1 .3 2. 6 3.9 5.2 6 .5 7.8 <br /> Normal Stress , ksf <br /> 3.90 <br /> ............ SAMPLE NO . : 1 2 3 <br /> ........... <br /> .......... <br /> ............ <br /> ........... 3 WATER CONTENT, % 9 .0 10 .5 10.0 <br /> 3.25 <br /> <-J DRY DENSITY, pcf 115.6 114.6 114.3 <br /> ........... .............. <br /> ............ SATURATION, % 52. 7 55.7 57. 1 <br /> .......... <br /> 2.60 z VOID RATIO 0.459 0.525 0.474 <br /> ........................ <br /> ...........; DIAMETER, in 1 .90 1 .93 1 .92 <br /> (n ............. <br /> HEIGHT, in 1 .00 1 .00 1 .00 <br /> 1 .95 <br /> WATER CONTENT, % 14.4 17.4 14.3 <br /> (A <br /> 1 F- DRY DENSITY, pcf 116.8 117. 1 118 .8 <br /> ...... ......... 2 <br /> 1 . 30 Ld SATURATION , % 87.8 98 .8 92.0 <br /> -C <br /> VOID RATIO 0.443 0 .493 0 .419 <br /> ............... DIAMETER , in 1 .90 1 .93 1 .92 <br /> 0.65 <br /> . . . . JHEIGHT, in 0.99 0.98 0.96 <br /> ............ <br /> NORMAL STRESS, ksf 1 .00 2 .00 4.00 <br /> ........... <br /> 0 <br /> PEAK STRESS, ksf 1 .22 2.02 3 .88 <br /> - .. . 1 <br /> 0 7 14 21 28 STRAIN, % 5.3 6.7 9 .4 <br /> Strain , % Ultimate, ksf 0.66 1 .43 3.44 <br /> STRAIN , % 21 . 1 25.9 26 . 1 <br /> Strain rate, %/min 1 .00 1 .00 1 .00 <br /> SAMPLE TYPE: Undisturbed CLIENT: Advance GeoEnvironmental <br /> DESCRIPTION: brown clayey SAND <br /> semi hard and cemented PROJECT: Weston Ranch <br /> ASSUMED SPECIFIC GRAVITY= 2 .7 SAMPLE LOCATION : SB1 @ 10' <br /> REMARKS: **DS-CU** <br /> An undrained condition cannot PROJ . NO. : 255-021 DATE: 10/19/01 <br /> be completeley accomplished . DIRECT SHEAR TEST REPORT <br /> iFig . No. : COOPER TESTING LABORATORY <br />