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14C SUMMARY OF TEST RESULTS <br /> ; REd-brown clayey sand <br /> ® TEST SYMBOL #36 <br /> 135 TEST METHOD ASTM D-1557 11A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 . 1 <br /> OPTIMUM WATER <br /> CONTENT (%) 11 . 1 <br /> UNIFIED SOL <br /> CLASSIFICATION SC <br /> c"ONTENT (C%) 11 . 8 <br /> WATER <br /> 130 <br /> LIQUID LIMIT 19 <br /> PLASTIC LIMIT 15 <br /> O SPECIFIC GRAVITY <br /> O <br /> LL <br /> 125 <br /> V <br /> W <br /> CL <br /> N 1 <br /> Z <br /> O <br /> CL <br /> 1 <br /> CURVES OF % SATURATION <br /> �— FOR SPECIFIC GRAVITY <br /> EQUAL T = <br /> W IIS 2.75 <br /> 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> O 110 <br /> 103 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TSS- TIGO- <br /> VOLIMIE OF 20-1008-49 <br /> CYLINDER (CU.FT.) p/� /� p/� <br /> HAMMER WEIGHT (LBS.) S 1/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) Is It DRWN. BY DATE: I JOB NO. KATE NO. <br /> HAMMER GLOWS CHKO. BY: DATE: 37 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S SOIL and Foundation Engineers <br /> COMPACTION ENERGY 12,406 St,$00 Engineering Laboratories <br /> (FT. LBS.PER <br /> L-17 <br />