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lao <br />CURVE NUMBER 1 <br />MAXIMUM DRY DENSITY <br />108 PCF <br />135 <br />~, ~ OPTIMUM MOISTURE CONTENT <br />17.5 % DRY WEIGHT <br />130 -- - - <br />_ _ <br />125 <br />I <br />-- - - --~ <br />~ - -- .. _.. _.. I_ . <br />o. -- - - _. <br />1 120 _ _ - .. - <br />r - - . -. . <br />F - <br />y - -i- - -- <br />z -- <br />0 1I5 - - ,- - <br />>^ - _ <br />o: _ . , <br />o - -: <br />~ I10 - - ~_ <br />- - -' - - - ~ -. _ r.. ~-- --- - <br />_ ~~ <br />1 <br />i <br />105 _- <br />100 <br /> <br />95 <br />0 5 10 15 20 25 30 <br />MOISTURE CONTENT - <br />SAMPLE DESCRIPTION CLAY, SANDY, SILTY, YELLOW-BROWN <br />incennu CORE TRQJCH <br />COMPACTION TEST PROCEDURE ASTM D 698-70, METHOD 'A' <br />. <br />LIQUID LIMIT 38.5 % PLASTICI TY INDEX 20' 9 <br />GRAVEL % SAND 10 % SILT 8 CLAY 90 <br /> COMPACTION TEST RESULTS <br />JOB NO. 6500 <br />