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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> 0 TEST SYMBOL #50 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 110.9 <br /> OPTIMUM WATER 15'.0 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML—CL <br /> NATURAL <br /> CONTENT WATER130 21.4 <br /> LIQUID LIMIT 27 <br /> PLASTIC LIMIT 5 <br /> O SPECIFIC GRAVITY <br /> O <br /> W <br /> m 125 <br /> U <br /> W <br /> O. <br /> N 1 <br /> O <br /> Z <br /> O <br /> d <br /> ( <br /> CURVES OF % SATURATION <br /> f FOR SPECIFIC GRAVITY <br /> Adak W IIS EQUAL Tj <br /> 2.75 <br /> 2.70 <br /> F- 2.65 <br /> Z <br /> } <br /> GC <br /> O 110 <br /> 105 <br /> LI I SlLli. <br /> IOOI0 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO HARNEY LANE LANDFILL <br /> TSS- TISO- <br /> 20-1008-49 <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LGL) B I!e 1® COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It Is DRWN. BY, DATE: I JOB NO. I KATE M0. <br /> HAMMER GLOW! CHKO. BY: GSM DATE: — <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 B Soil and Foundation Engineers <br /> coMPAcr1oN ENERGY Iz,•oc as,3oo Engineering l Aboratories <br /> (FT. LBS.P[R CU.FT.) <br /> I 17 <br />