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OF <br /> SUMMARY OF TEST RESULTS <br /> Red—brown clayey sand <br /> ——------------ TEST SYMBOL #37 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 1.19 . 8 <br /> DENSITY(PCP) <br /> OPTIMUM WATER 12 .5 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SC <br /> CONTENT W (AL %)1 13 .7 <br /> ER <br /> 130 <br /> LKw10 ualT 22 - <br /> PLASTIC <br /> 2 -PLASTIC LIMIT 17 <br /> ® SPECIFIC GRAVITY <br /> W <br /> 125 <br /> V <br /> W <br /> IL <br /> N <br /> !20 <br /> Z <br /> O <br /> d <br /> ( <br /> CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUAL T t <br /> WIIS 2.75 <br /> W 2.70 <br /> 2.68 <br /> Z <br /> ® 110 <br /> 108 <br /> Imp 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL mg <br /> TEST METHOD AASHO AASHO <br /> TSS- TISO- <br /> VOLUME OF <br /> ® CYLINDER (CU.FT) 20-1008-49 k" <br /> HAMMER WEIGHT (LBS.) 11 ID COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) M it DOWN. BY DATE: JOB NO. PLATE MD. <br /> HAMMER SLOWS CHKD. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Fa)nd4tion En&eers <br /> COMPACTION ENERGY 12,40C 68,300 Engineering Laboratories <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />