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• <br />• <br />140 <br />135 <br />130 <br />125 <br />U <br />a <br />I 120 <br />z <br />0 115 <br />o: <br />0 <br />110 <br />105 <br />100 <br />95 <br />0 <br />5 <br />SAMPLE DESCRIPTION <br />10 15 20 25 <br />MOISTURE CONTENT - <br />CLAYSTONE, CLAY, GRAY, GREEN, BROWN <br />30 <br />• <br />LOCATION BORROW AREA SOUTHWEST OF EMBANKMENT SITE <br />COMPACTION TEST PROCEDURE ASTM D 698-70, METHOD 'A' <br />LIQUID LIMIT 45.5 % PLASTICITY INDEX 25.1 <br />GRAVEL O % SAND • `~ % SILT 6 CLAY _ <br />JOB N0. 6209 COMPACTION TEST RESULTS <br />99.5 <br />FIG. 6 <br />