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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #52 <br /> 138 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 115.0 <br /> OPTIMUM WATER 13.9 <br /> CONTENT f%) <br /> UNIFIED SOIL ML—CL <br /> CLASSIFICATION <br /> c"ONTENT WATER 17.6 <br /> I� LIQUID LIMIT 28 <br /> PLASTIC LIMIT 7 <br /> ® SPECIFIC GRAVITY <br /> O <br /> FII. <br /> V <br /> m 128 <br /> V <br /> W <br /> a <br /> In 1 <br /> Z <br /> O <br /> CL <br /> CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUAL T t <br /> W 118 2.75 <br /> 2.70 <br /> 2.65 <br /> Z <br /> fr <br /> ® 110 <br /> 105 <br /> 1000L.- EE 11 1 1 ±F__ <br /> 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> Tss- TIRO- 20-1008-49 <br /> VOLUME OF <br /> CYLINDER (CU.FT.) k" <br /> HAMMER WEIGHT (LB$.) is Int 10 COMPACTION DIAGRAM! <br /> HAMMER CROP (IN.) M Is DRWN. By DATE: I JOB N0. PLATE NO <br /> HAMMER BLOW$ CHKD, sY:GSM DATE <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Engineers <br /> COMPACTION ENERGY 12,4OG 6$,300 EngineeringlAboratories <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />