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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #46 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 119 .3"- <br /> OPTIMUM <br /> 19 .3"- <br /> OPTIMUM WATER <br /> CONTENT 1%) 10 .2 - <br /> UNIFIED SOIL <br /> CLASSIFICATION sc <br /> CONTENT W (AL %)R 16 6 <br /> 130 <br /> LIQUID LIMIT 24 <br /> PLASTIC LIMIT 18 <br /> ® SPECIFIC GRAVITY <br /> !L <br /> 125 <br /> f, <br /> !r <br /> W <br /> O. <br /> ® 120— <br /> z <br /> m <br /> O <br /> CL <br /> CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUALAmak Tt <br /> W 115 2.73 <br /> 2.70 <br /> 2.63 <br /> Z <br /> } <br /> ® 110 <br /> AN <br /> 103 <br /> 10�0 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 /> CYL 'WEIGHT <br /> UND[R tCu.FT.D 20-1008-49 <br /> MANNERN,E wE1GHT (LBS) a '/t to <br /> COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IB DRWN. BY+ DATE: JOB NO. PLATE NO. <br /> HAMMER BLOWS CHKO. BY: DATE 47 <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation Engineers <br /> COMPACTION ENERGY 12,40G 86,300 AA IAb�oratoriAB <br /> (FT. LIS.PER CU.FT.) <br />