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140 <br />• 136 <br />130 <br />Iza <br />U <br />a <br />. 120 <br />N <br />2 <br />p 116 <br />r <br />o: <br />0 <br />I10 <br />loa <br />loo <br />96 <br />0 a b la 20 2a 30 <br />MOISTURE CONTENT - 96 <br />SAMPLE DESCRIPTION CLAY, SLIGHTLY SANDY, DARK BROWN <br />TYPICAL SUB-GRADE MATERIAL <br />LOCATION TH-14, 15, 16, 17 AT 0-5 FEET <br />COMPACTION TEST PROCEDURE ASTM 698-70 'A' <br />LIQUID LIMIT 46 % PLASTICITY INDE% 29 <br />GRAVEL 0 % SAND 11 % $ILT 8 CLAY 89 <br />COMPACTION TEST RESULTS FIG. 15 <br />JOB NO. 5664 C <br />r 1 <br />L._J <br />