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14C SUMMARY OF TEST RESULTS <br /> #1 <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 120 . 0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 12 . 0 <br /> CONTENT C%) <br /> UNIFIED foil <br /> CLASSIFICATION Clayey Sand ( SC ) <br /> NATURAL WATER 9 .-2 <br /> CONTENT C%) <br /> 130 LIQUID LIMIT 3 2 <br /> NAIN PLASTIC LIMIT 9 <br /> 0SPECIFIC GRAVITY <br /> 0 <br /> 4. <br /> m 125 <br /> V <br /> W <br /> CL <br /> t/f 1 <br /> Z <br /> 0 <br /> d <br /> CURVES OF 100% SATURATION <br /> FOR SPECIFIC GRAVITY <br /> W= I NEQUAL TOS <br /> 113 2.75 <br /> 3 2.70 <br /> 2.63 <br /> Z <br /> ® 110 <br /> 103 <br /> AV <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST METHOD AASHO AASHO SANITARY LANDFILL <br /> T6G- TI6o- 20-1008-36 <br /> voluME o r <br /> CYLINDER (CU.FT) p/�p/� <br /> k" <br /> HAMMER WEIGHT (LBa.) 6 I/II 10 COMPACTION DIAGR <br /> HAMMER DROP (IN.) W IG ORWN. By DATE: JOB NO. I KATE NQ <br /> HAMMER BLOWS CHKo. BY: GSM DATE: 1/3 /95 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 Soil and Foundation Engineers <br /> COMPACTION ENERGY 12,40C, 66,300 Engiwrbg Laboratories <br /> (FT.LBS.PER CU.FT.) <br /> L-17 <br />