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4000 <br />3000 <br />0. <br />a <br />x <br />1- <br />L7 <br />Z <br />w <br />2000 <br />� <br />N <br />O <br />Z <br />K <br />W <br />x <br />--�l <br />y <br />1000 <br />00 <br />1000 2000 3000 4000 5000 6000 <br />NORMAL LOAD (PSF) ' <br />4000 <br />3000 <br />a. <br />a <br />x <br />0 <br />Z <br />w <br />F 2000 <br />z <br />Z <br />w <br />x <br />N <br />1000 <br />00 1000 2000 3000 4000 5000 6000 <br />NORMAL LOAD (PSF) <br />JOB NO.: <br />2702-00 <br />SHEARING STRENGTH TEST FIGURE: <br />C-7 <br />IRVINE SOILS ENGINEERING, INC. <br />BORING <br />NO. <br />DEPTH <br />(FEET) <br />COHESION, <br />(PSF) <br />ANGLE OF <br />FRICTION° <br />SAMPLE DESCRIPTION <br />ML (REMOLDED) <br />2 <br />4.0-6.0 <br />175 <br />26 <br />BORING <br />NO. <br />DEPTH <br />(FEET) <br />COHESION, <br />(PSF) <br />ANGLE OF <br />FRICTION° <br />SAMPLE DESCRIPTION <br />ML (REMOLDED) <br />3 <br />5.0 <br />226 <br />27 <br />