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r <br /> 14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> ® TEST SYMBOL #12 <br /> 138 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 119 . 9 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 12 .9 <br /> CONTENT t%) <br /> UNIFIED SOIL <br /> CLASSIFICATION CL <br /> NATURAL WATER 14 .2 <br /> CONTENT C%) <br /> I:W LWU1D LIMIT 2 7 <br /> PLASTIC LIMIT 13 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> ® 128 <br /> V <br /> N x <br /> Q: <br /> W <br /> a <br /> N <br /> 120— <br /> z <br /> 3 <br /> 0 <br /> CL <br /> CURVES OF ®®O SATURATION <br /> E" FOR SPECIFIC GRAVITY <br /> EQUAL TO- <br /> 115 -- 2.75 <br /> 3 2.70 <br /> 2.68 <br /> Z <br /> ® 110- <br /> 100 <br /> 0 <br /> 10I000 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 /> Tts- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) . Int . ID C0" !ij <br /> OMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M is ORWN. BY- DATE: JOB 160. PLATE NO. <br /> HAMMER SLOWS CHKO. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 Soil and FounWiOn En&oers <br /> COMPACTION ENERGY 12,406 66,300 As lAbo atorlBs <br /> (FT. LBS. PER CU.FT.) <br />