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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #41 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 117 . 9 <br /> OPTIMUM WATER <br /> CONTENT C%) 13 . 8 <br /> UNIFIED SOIL <br /> CLASSIFICATION SC <br /> NATURAL NT WMW 14 . 1 <br /> 130 <br /> LIQUID LIMIT 2 4 <br /> } PLASTIC LIMIT 17 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> ® 12.5 <br /> V <br /> 0: <br /> NAAW <br /> CL <br /> N 120— <br /> z <br /> m <br /> 0 <br /> CL <br /> CURVES OFSATURATION <br /> NIN1- FOR <br /> LTO_SPECIFIC GRAVITY <br /> qp <br /> W 115 2.75 <br /> 2.70 <br /> 2.65 <br /> Z <br /> PIC <br /> } <br /> f)G <br /> in 110 <br /> 105 <br /> K N <br /> 1000-- ELI I <br /> 4 8 12 16 20 24 <br /> WATER. CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AA$HO AASHO <br /> TGG- TIBO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) a 1/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M I$ ORWN. By DATE: JOB 140. PLATE N0 <br /> HAMMER BLOW$ CHKD. BY: DATE: 42 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 $ Soil and Foundadak En&ars <br /> COMPACTION ENERGY 12,40C 56,300 ED&oerWg IAbomtoriax <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />