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140 <br />• 135 <br />130 <br />125 <br />U <br />a <br />I 120 <br />F <br />N <br />z <br />c 115 <br />r <br />rr <br />• o <br />110 <br />105 <br />100 <br />95 <br />0 <br />5 <br />SAMPLE DESCRIPTION <br />t0 15 20 <br />MOISTURE CONTENT - <br />CLAY, SANDY, BROWN <br />25 30 <br />LOCATION BORROW AREA SOUTH OF EMBANKMENT <br />. COMPACTION TEST PROCEDURE ASTM D 698-70, METHOD 'A' <br />LIOUID LIMIT 34 % PLASTICITY INDEX 16 <br />GRAVEL 0 % SAND 13 % SILT 8 CLAY 87 <br />JOB NO. 6209 COMPACTION TEST RESULTS FIG. 4 <br />