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• <br /> <br />140 <br />13S <br />130 <br />I2S <br />U <br />a <br />120 <br />N <br />Z <br />o IIS <br />r <br />0 <br />110 <br />IOS <br />100 <br />95 <br />0 <br />S 10 IS 20 2S 30 <br />MOISTURE CONTENT - <br />SAMPLE DESCRIPTION CLAY, SANDY, SANDSTONE C*4IP5, OCCASIONAL GRAVEL. <br />MOIST, DARK BROWN <br />LOCATION TYPICAL HAUL. ROAD MATERIAL (SAMPLc FROM EXISTING HAIL ROADSI <br />COMPACTION TEST PROCEDURE ASTN. !557-70 M=TROD D <br />LIQUID LIMIT 23 % PLASTICITY INDE% 4 <br />GRAVEL 8 % SAND 37 % SILT B CLAY 55 % <br />• UDB ND. seen COMPACTION TEST RESULTS <br />816-187 <br />fable 11: <br />Ma[erial Proper[ies - Road Fill <br />