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14C SUMMARY OF TEST RESULTS <br /> Brown sandy silt with <br /> some gravel <br /> TEST SYMBOL C-uT <br /> 135 TEST METHOD OSTM D-1557 <br /> MAXIMUM DRY 128 . 8 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 9. 0 <br /> VIA CONTENT C%) <br /> UNIFIED SOL <br /> CLASSIFICATION ML <br /> NTENT W�� 13.2 <br /> 130 <br /> LIQUID LIMIT 29 <br /> PLASTIC LIMIT 7 <br /> E- <br /> O SPECIFIC GRAVITY <br /> O <br /> W <br /> ® 125 <br /> V <br /> W <br /> I. <br /> N <br /> !20 <br /> Z <br /> O <br /> IL <br /> ( CURVES OF 100% SATURATION <br /> I'- FOR SPECIFIC GRAVITY <br /> = EQUAL TOr <br /> W IIS 2.73 <br /> 3 <br /> 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> a: <br /> ® 110 <br /> 105 <br /> i J <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 /> va.LNrE or TGG- TISO- 20-1008-36 <br /> &" <br /> CYLINDER (CU.FT.) /� <br /> HAMMER WEIGHT (LBS.) 5 1/2 10 COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) It IG DRWN. BY, DATE: I JDB N0. I KATE NO, <br /> HAMMER BLOW$ CHKO. BY: DATE: 5/23/95 MW 1313 <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 5 Soil and Foundation EOQlnsers <br /> COMPACTION ENERGY12,`oc aG,3oo caring Laboratories 20-1008-3 <br /> (FT. LBS.PER CU.FT.) <br />