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Table 111 -Continued. <br />14C <br />• <br />13S <br />130 <br />12S <br />U <br />a <br />120 <br />a <br />y <br />z <br />0 115 <br />} <br />0 <br />I10 <br /> <br />IOS <br />100 <br />95 <br />0 <br />S 10 IS 20 25 30 <br />MOISTURE CONTENT - 96 <br />SAMPLE DESCRIPTION CLAY, SLIGHTLY SANDY, DARK BROWN <br />TYPICAL SIBGRADE MATERIAL <br />LOCATION TH-]4, 15, 16, 17 AT 0-6 FEET <br />COMPACTION TEST PROCEDURE ASTM 696-70 'A' <br />LIQUID LIMIT 46 % PLASTICITY INDE% 29 <br />GRAVEL 0 % SAND 11 % SILT 6 CLAY 69 <br />• JOB ND. 5664 COMPACTION TEST RESULTS <br />816-186 <br />