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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #53 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAxMWM DRY 114.2 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT C%) 13.9 <br /> UNIFIED SOIL <br /> CLASSIFICATION ML—CL <br /> NATURAL WATER <br /> 130 18.1 <br /> CONTENT t%) <br /> LIQUID LIMIT 28 <br /> PLASTIC LSAT <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> ® 125 <br /> U <br /> W <br /> 0. <br /> ti0 1 <br /> Z <br /> M <br /> 0 <br /> CL <br /> I <br /> CURVES OF %O SATURATION <br /> F' FOR SPECIFIC GRAVITY <br /> EQUAL TO, <br /> W IIS 2.75 <br /> 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> ® HID <br /> INN <br /> 105 <br /> 100 <br /> 0 4 s 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> T$G- TISO- 20-1008-49 <br /> VOLUME OF <br /> cruNDER t(:u.FT) <br /> HAMMER WEIGHT (LBS.) $ I/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) it Is DRWN. my, v DATE: JOB NO. I PLATE M& <br /> HAMMER SLOW$ CHK®. BY: GSM DATE: 4 <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 $ Soil and Foundation En&wrs <br /> COMPACTION ENERGY 12,/0C SG,300 ED&WrW L,&boratories <br /> (FT. LBS.PER CU.FT) <br />