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<br /> <br />1 <br />L1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />155 <br /> <br /> <br /> <br /> <br />1 ~ <br /> ZERO AIR VOID CURVES <br /> <br /> Cortecled <br />140.0 pcf ~ 5.0% <br /> SPECIFIC GRAVITY = 2.80 <br />145 A <br />Y <br />70 <br /> SPECIFIC GR <br />= 2. <br />VIT <br /> SPECIFIC GRAVITY = 2.60 <br /> <br /> <br />140 <br /> <br /> <br /> <br />U- <br />U <br />UncortecteC <br />a 135 136.1 pct®7.2% <br /> <br />rn <br />w <br />0 <br /> <br />~ 130 <br /> <br /> <br /> <br /> <br />725 <br /> <br /> <br /> <br /> <br />120 <br /> <br /> <br /> <br /> <br />115 <br />0 5 10 15 <br />MOISTURE CONTENT - PERCENT OF DRY WEIGHT <br />LOCATION : Tailings Pond Embankment Fill (Sample No. 2) MOISTURE-DENSITY <br /> REIATIONSHIPS <br />SOIL DESCRIPTION :Silty Gravel and Sand HEPWORTH-PAWLAK GEOTECHNVCAL, Inc. <br />MAX. DRY DENSITY : PCF OPi. MOIST. CONTENT : R PROCEDURE : ASTM D1557 METHOD C <br />LIQUID LIMIT PLASTICITY INDEX NP JOB N0. 2g8 187 <br />GRAVEL 45 x SAND 48 R SILT AND CLAY (-200) 7 X DATE 9/3/98 F1G.3 <br />