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• <br />• <br />140 <br />135 <br />130 <br />126 <br />U <br />a <br />. 120 <br />Y <br />F <br />fq <br />2 <br />c 115 <br />r <br />o: <br />0 <br />I10 <br />105 <br />100 <br />95 <br />0 5 10 15 20 2S 30 <br />MOISTURE CONTENT - 96 <br />SAMPLE DESCRIPTION CLAYSTDNE, SANDY, BROWN <br />LOCATION KERR COAL <br />COMPACTION TEST PROCEDURE ASTM D 698-70, METHOD 'D' <br />LIQUID LIMIT % PLASTICITY INDE% <br />GRAVEL % SAND % SILT B CLAY <br />JOB NO. 6396 <br />COMPACTION TEST RESULTS <br />FIG. 1 <br />• <br />