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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandX clay <br /> TEST SYMBOL <br /> 135 TEST METHOO ASTM D-1557 - "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 120 .5 <br /> OPTIMUM WATER 11 .4 <br /> CONTENT t%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML - CL <br /> NATURAL MW 15 . 3 <br /> 130 <br /> LK)Ulo LIMIT 2.3 <br /> PLASTIC LIMIT 7 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> U. <br /> ® 123 <br /> V <br /> W <br /> a <br /> U) 1 <br /> 0 <br /> Z <br /> m <br /> 0 <br /> d <br /> 1 <br /> CURVES OF % SATURATION <br /> EOR QUAL TOFIC GRAVITY <br /> AmilkW 118 2.75 <br /> 2.70 <br /> 2.65 <br /> 1- <br /> Z <br /> } <br /> 0 110- <br /> 1000"--a-- <br /> 101000 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- TI$O- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT.) <br /> HAMMER wE1GHT (L.$) s Ise to COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M I$ DRWN. BY i DATE: JOB NO. PLATE NQ <br /> HAMMER BLOW$ CHKD. BY: DATE: 1 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Fouu&tioll Erginftrs <br /> COMPACTION EHERAv 12,40C Ss,30A Engimrbg LAboratorils <br /> (FT. LBS.PER W.FT) <br /> 1-17 <br />