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14C SUMMARY OF TEST RESULTS <br /> #4 <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 123 . 2 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT t%) 10 . 7 <br /> UNIFIED SOIL <br /> CLAssmcAT10N Clayey Sand ( SC ) <br /> CONTENT WATER - 8 . 6 <br /> 130 LIQUID LIMIT 29 <br /> PLASTIC LNIT 10 <br /> ® <br /> O 1 SPECIFIC GRAVITY <br /> U. <br /> 125 <br /> V <br /> er <br /> W <br /> d <br /> N 1 <br /> 2 <br /> n <br /> O <br /> d. <br /> CURVES OF 100% SATURATION <br /> _ FOR SPECIFIC GRAVITY <br /> EQUAL TO, <br /> W IIS 2.75 <br /> 3 2.70 <br /> 2.65 <br /> z <br /> } <br /> ® 110 <br /> 105 <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 /> TSS- TISo- <br /> VOLUME OF 20-1008=36 <br /> CYLINDER (CU.FT.) 1kn <br /> ®®PA®q p/►p/� <br /> HAMMER WEIGHT (LOS.) 111/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) a I• DRWN. BY DATE: JOB NO. PLATE N0 <br /> HAMMER BLOWS CHKO. BY: DATE: <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER of LAYERS S 6 Soil and Foundation En&0*rs <br /> COMPACTION ENERGY 12,40C 66,500 �QinBQrillg L,atWfatOriBs <br /> (FT. LBS.PER W.fT.) <br />