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14C ASUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #28 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 119 .4 <br /> OPTIMUM WATER 12 . 1 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION CL <br /> NATURAL <br /> ET WATER <br /> CONTENT 11 . 5 <br /> 130 <br /> lKKlID LIMIT <br /> 22 <br /> } PLASTIC LIMIT 13- <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> LL <br /> ® 125 <br /> V <br /> W <br /> CL <br /> N I <br /> Z <br /> 0 <br /> CL <br /> CURVES OF %O SATURATION <br /> 1 FOR SPECIFIC GRAVITY <br /> EQUAL T : <br /> W 115 2.75 <br /> 3 2.70 <br /> 2.85 <br /> Z <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 /> TEST METHOD AASHO AASHO <br /> TSS- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) 5 Iv* '10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IB ORWN. BYe DATE: JOB NO. PLATE NQ <br /> HAMMER BLOWS CHKO. BY. DATE29 <br /> - <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 5 Soil and Foundation EnIgimsers <br /> C(FT. LBS.PER w.FT.OMPACTION ENERGY) 12,404L 56,300 Exigineering Laboratories <br /> L-,7 <br />