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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #31- <br /> 135 <br /> 31135 TEST METHODASTM D_1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 124 . 2 <br /> OPTIMUM WATER <br /> CONTENT (%) 10 . 7 <br /> UNIFIED SOIL <br /> CLASSIFICATION ML — CL <br /> NATURAL WATER <br /> Wt%)R 10 . 2 <br /> 130 LIQUID LIMIT 22 <br /> PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> O <br /> LL <br /> ® 125 <br /> V <br /> Cr. <br /> W <br /> IL <br /> (/1 <br /> Z <br /> m <br /> O <br /> a <br /> l <br /> CURVES OF % SATURATION <br /> = EQUAL L TOFIC GRAVITY <br /> IP 2 IIS 2.75 <br /> W 2.70 . <br /> 2.65 <br /> 2 <br /> } <br /> ® 110 <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> METHOD AASHO <br /> TEST M[TH <br /> TSS- TISO- <br /> VO` Of 20-1008-49 <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) G 1/2 . 10 COMPACTION DIAGRA <br /> HAMMER DROP (IN.) NI Is ORWN. BY DATE: JOB NO. PLATE M& <br /> HAMMER SLOW$ CHKO. BY. DATE: <br /> PER `APER J. H. KLEIFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation sera <br /> COMPACTION ENERGY 12,40C Ss,3o0 eeriOQ IAboratories <br /> (FT. LBS.PER CU.FT.) <br />