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140 <br />• 136 <br />130 <br />126 <br />LL <br />U <br />a <br />120 <br />N <br />Z <br />o na <br />0 <br />Ilo <br />• loa <br />loo <br />98 <br />0 6 10 IS 20 2S 30 <br />M018TURE CONTENT - 96 <br />SAMPLE DESCRIPTION CLAY, SANDY, SANDSTONE CHIPS, OCCASIONAL GRAVEL <br />MOIST, DARK BROWN <br />LOCATION TYPICAL HAUL ROAD MATERIAL (SAMPLE FROM E.(IST LNG HAUL ROADS) <br />COMPACTION TEST PROCEDURE ASTM 1557-70 METHOD D <br />LIQUID LIMIT 23 % PLASTICITY INDEX 4 <br />GRAVEL 6 % SAND 37 % SILT 9 CLAY SS <br />JOB NO. 5664 C COMPACTION TEST RESULTS FIG. 16 <br />r~ <br />