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<br />`r` 1 <br />l <br />S AFIPLE I LOCATION pc'SCRiP TION <br />1 77-3R a 25~ CLAY BTOfIc <br />SAMPLE N0. 1 <br />HEIGHT- INCH 5.80 <br />DIAMETER-INCH 2,85 <br />MOISTURE % 13.7X <br />ORY DENSITY 119 <br />CONSOL PgES S. ha} -- <br />Q'I - kaf R.B3 <br />~; - kat 2.16 <br />TYPE OF TEST <br />TYPE OF SAMPLE <br />TAN ¢l = <br />COHESION C - <br />R a'~~ <br />UNCONSOLIDATED-UNDRAINED <br />PITO-iER <br />12 <br />10 <br />LL <br />IY~ <br />ZVB <br />W <br />W <br />N6 <br />N <br />W <br />N <br />4 <br />Z <br />0 2 4 6 8 10 <br />A%IAL STRAIN (X) ' <br />MOHR-COIA.OMO DIAGRAM <br />~, 6 <br />N <br />W <br />W <br />f y <br />N <br />6 <br />Q <br />W <br />N <br />Q L <br />0 <br />JOB NO. 3725 <br />2 <br />2 4 6 S 30 12 14 <br />NORMAL STRESS - kaf <br />7 RfAX1AL SHEAR TEST RESULTS <br /> <br />