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14C SUMMARY OF TEST RESULTS <br /> Red-brown -clayey sand <br /> TEST SYMBOL #44 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 122 .4 <br /> DENSITY(PC F) <br /> OPTIMUM WATER <br /> CONTENT (%) 9 . 3 <br /> UNIFIED SOIL <br /> CLASSIFICATION Sc <br /> CONTENT WC%)R 12 . 3 <br /> ER <br /> 130 <br /> LIQUID LIMIT 20 <br /> PLASTIC LIMIT 15 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> L. <br /> ® 125 <br /> V <br /> c <br /> W <br /> CL <br /> N <br /> 120— <br /> z <br /> D <br /> 0 <br /> CL <br /> CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUALANINIL x -AX\ T $ <br /> W IIS 2.75 <br /> 2.70 <br /> 2.65 <br /> 2 <br /> } Nt r\ <br /> ® 110 <br /> 105 <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 /> T99- TISO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS-) a I/s to COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IS DRWN. BY DATE: I JOB N0.IPLATE NQ <br /> HAMMER BLOWS CHKD. BY' DATE 45 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a SOii and Foundation En&wrs <br /> COMPACTION ENERGY 12,•OG 66,300 E>I�nGe L,aborataries <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />