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14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #22 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 127 . 6 <br /> DENSITY(PCs) <br /> OPTIMUM WATER <br /> CONTENT (%) 9 . 5 <br /> UNIFIED SOL <br /> CLASSIFICATION <br /> NATURAL WATER <br /> CONTENT t%) <br /> 130 LWUID LIMIT <br /> PLASTIC LIMIT <br /> 1- <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> U. <br /> ® 125 <br /> V <br /> 1i1 <br /> d. <br /> 120— <br /> z <br /> m <br /> 0 <br /> CL <br /> CURVES OF °Io SATURATION <br /> FOR <br /> L YFIC GRAVITY <br /> IiJ 115 2.75 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> } <br /> O 110— <br /> I <br /> 10 <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 Ml4H00 AASHO AASHO <br /> TSS- TISO- <br /> VOLUME OF 20-100$-49 <br /> CYLINDER (CU.FT.) p ®p <br /> HAMMER WEIGHT (LB&) S °/_ , 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IG DRWN. BY j DATE: JOB NO. KATE NO <br /> HAMMER BLOWS CHKD. BY- DATE23 <br /> - <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Sail and Foundation EA&e9r8 <br /> COMPACTION ENERGY 12,40c. 66,300 Engineering lAboratoriax <br /> (FT. LBS.PER CU.FT) <br />