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lao <br /> ~~ ~ ~~~- CURVE NUMBER 2 <br /> <br /> MA%IYUM DRY DENSITY <br />• <br />3 109.2 PCF <br /> 1 <br />6 _ _ -- __ _- <br /> ' ~ ~ ~ ~ ~ OPTIMUM MOISTURE CONTE NT <br /> __ _ - _.. .- ._ .._. <br />... 14.2 % DRY WEIGHT <br /> 130 - - __ - - . .-- <br /> - <br /> 12a - - - <br /> LL _ .. - - <br /> U <br /> a - <br /> 1 120 <br /> } <br /> <br /> N <br /> Z - <br /> c IIS - <br /> r <br /> rc <br /> 0 <br /> I10 <br />• 106 - - - <br />- <br />-~ <br /> , <br />, <br />, <br /> 100 _- <br />;. <br />- . <br /> 95 <br /> 0 S 10 IS 20 2S 30 <br /> MOISTURE CONTENT - 96 <br /> SAMPLE DESCRIPTION SHALE, GRAY, WITH SOME COAL <br /> <br /> <br /> LOCATION KERR COAL <br /> COMPACTION TEST PROCEDURE ASTM D 698-70, METHOD 'D' <br /> <br /> LIQUID LIMIT % PLASTICITY INDE% <br /> GRAVEL % SAND % SILT B CLAY <br /> COMPACTION TEST RESULTS <br /> JOB NO. 6396 <br /> FIG. 2 <br />• <br />