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• <br />• <br /> <br />140 <br />135 <br />130 <br />125 <br />U <br />a <br />120 <br />r <br />-- <br />z <br />0 115 <br />0 <br />110 <br />105 <br />100 <br />95 <br />O 5 10 15 20 <br />MOISTURE CONTENT - <br />SAMPLE DESCRIPTION CLAY, SANDY, BROWN <br />LOCATION CUTOFF TRENCH <br />COMPACTION TEST PROCEDURE <br />LIQUID LIMIT 33 <br />GRAVEL 0 % SAND <br />JOB NO. 6209 <br />25 30 <br />ASTM D 698-70, METHOD 'A' <br />PLASTICITY ~ INDEX IS <br />36 % SILT 8 CLAY 64 <br />COMPACTION TEST RESULTS <br /> <br />FIG. S <br />