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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #47 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 112 <br /> OPTIMUM WATER <br /> CONTENT 12 . 1 <br /> UNIFIED SOIL <br /> CLASSIFICATION Sc- <br /> c"ONTENT W(�(a`" 14 . 8 <br /> 130 <br /> LIQUID LIMIT 23 <br /> MASTIC LIMIT 19 <br /> ® sPECIFIc SRAVITY <br /> O <br /> W <br /> 125 <br /> V <br /> W <br /> d <br /> ® 120— <br /> z <br /> m <br /> O <br /> CURVES OF % SATURATION <br /> EQUSPECIAL L TFIC GRAVITY <br /> W 115 2.75 <br /> 2.70 <br /> 2.63 <br /> F- <br /> Z <br /> } <br /> ® 110 <br /> AIN <br /> 103 <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 /> TSL- TIBO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) 1%"L <br /> HAMMER WEIBHT (LBS.) B 1/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IS 1• DAWN. BY, DATE: JOB NO. PLATE NO, <br /> HAMMER BLOWS CHKO. BY: DATE: 1 48 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation BBr$ <br /> COMPACTION ENERGY 12,406 66,300 <br /> NEDgineeft UMBER <br /> (FT. LBS.PER CU,FT.) <br /> 1-17 <br />