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14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #2 0 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 118. 1 <br /> NSM(PCP) <br /> OPTIMUM WATER <br /> CONTENT (%) 12 . 1 <br /> UNIFIED SOIL SM <br /> CLASSIFICATION <br /> NATURAL NT (W) <br /> ER <br /> CON 10 .9 <br /> 130 LK)UIO LIMIT <br /> 21 <br /> PLASTIC LIMIT 15 <br /> F- <br /> O SPECIFIC /RAVITY <br /> O <br /> W <br /> 125 <br /> V <br /> tr <br /> W <br /> d <br /> N I <br /> Z <br /> O <br /> I. <br /> 1 <br /> CURVES OF % SATURATION <br /> M- FOR SPECIFIC GRAVITY <br /> MIMES EQUAL TO= <br /> W IIS 2.75 <br /> 3 2.TO <br /> 2.65 <br /> 2 <br /> } <br /> !r <br /> ® 110 <br /> k. <br /> 103 <br /> N R1\ <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- T1/0- <br /> VOLUME OF 20-1008-49 <br /> CYLIND[R (CU.FT.) :: I <br /> HAMMER WEIGHT (LBL) s 1/g 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M Is DRWN. BY DATE: JOB MO. PLATE MQ <br /> HAMMER BLOW$ CHKO. BY: DATE: 21 <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S SOIL and FOAndatlon Engimrs <br /> COMPACTION ENE ROY 1240c 5/,300 rind IAtroratories <br /> (FT. LOS.PER CU.FT.) , <br /> L-17 <br />