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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay with <br /> ravel <br /> TEST SYMBOL Curve !#2 <br /> 135 TEST METHOD 'ASTM, D-1557 <br /> MAXIMUM DRY 12T. 0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 10 -3 <br /> CONTENT (°J61 <br /> UNIFIED SOIL CL <br /> CLASSIFICATION <br /> NATURAL WATER 4+.1 <br /> 130 CONTENT (%3 <br /> LIQUID LIMIT 32 <br /> PLASTIC LIMIT 9 <br /> ® SPECIFIC GRAVITY <br /> L. <br /> m 125 <br /> VVAA <br /> W <br /> IL <br /> Ntm 120— <br /> z <br /> D <br /> 0 <br /> IL <br /> 4 <br /> CURVES OF 100%O SATURATION <br /> = FOR SPECIFIC GRAVITY <br /> EQUAL T0+ <br /> W115 2.75 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> 0 110 - <br /> 1000"- <br /> 10I000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST METHOD AASHO AASHO SANITARY LANDFILL <br /> TSS- TISO- <br /> VOLUME OF 20-1008-36 <br /> CYLINDER (CU.FT) k" <br /> HAMMER WEIGHT (LDS.) a I® COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) a IS DOWN. BY$ DATE: I JOB 000. IPLATE ME <br /> HAMMER SLOWS CHKD, BY: OAT E:5/23/95 11008-136 <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER Of LAYERS 3 6 Soil and Foundation En&eerz <br /> COMPACTION ENE By 12,406 a6,300 En&eerbg Laboratories 20-1008-3 <br /> (FT. LBS.PER CU-RT) <br />