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(syr SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #15 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 114 . 1 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT (%) 13 . 9 <br /> uNiFIED SOIL <br /> CLASSIFICATION <br /> NATURAL <br /> CONTENT WATER C%) 12 . 1 <br /> 130 LMID LIMIT <br /> PLASTIC LIMIT <br /> 0 3PECIPIC GMVITY <br /> 0 <br /> W <br /> ® 125 <br /> V <br /> cc <br /> W <br /> a <br /> N 120-- <br /> z <br /> m <br /> 0 <br /> CL <br /> CU ES OF % SATURATION <br /> EQUAL TO' GRAVITY <br /> W 115 2.75 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> } <br /> cc <br /> ® 110 - <br /> 105 <br /> • <br /> 1 1 <br /> I000 4 a 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TGG- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (Lal.) B I/2 10 COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) Ia Is DRWN. By I DATE: JOB MO. PLATE M <br /> HAMMER BLOWS CHK®. BY: DATE: ]O <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S SOii and Foundation Eagimrs <br /> COMPACTION ENERGY 12,400 5G,3oo rine IAboratories <br /> (FT. LBS.PER CU.FT.) <br /> 1_17 <br />