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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL ti 7 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 124 .8 <br /> DENSITY(PCF) <br /> ornm m WATER <br /> CONTENT 10 .9 <br /> UNIFIED SOIL <br /> CLASSIFICATION CL <br /> NATURAL WATER 13 .5 <br /> CONTENT t%) <br /> 130 LIQUID LIMIT 26 <br /> PLASTIC LIMIT �1 <br /> ® SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> W <br /> IL <br /> N I <br /> Z <br /> D <br /> O <br /> IL <br /> CURVES OF % SATURATION <br /> F FOR SPECIFIC GRAVITY <br /> EQUAL Ts <br /> W 115 2.78 <br /> 3 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> cr <br /> ® 110 <br /> 105 <br /> 1EI I I I I L I I <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- TISO- <br /> VOLINE OF 20-1008-49 <br /> CYLINDER (CU.FT) p <br /> HAMMER WEIGHT (LRS.) S 1/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) to to ORWN. BY- DATE: JOB NO. KATE MQ <br /> HAMMER SLOWS CHKO. BY. DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation EagkmrS <br /> COMPACTION ENERGY 12,tOC 68,300Engineering Lab►oratoriss <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />