Laserfiche WebLink
I4C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 112 . 1 <br /> OPTIMUM WATER 15 . 5 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION AML - CL <br /> NATURAL WATER 18 .7 <br /> CONTENT ( <br /> 130 LIQUID LIMIT 20 <br /> PLASTIC LIMIT 15 <br /> O SPECIFIC GRAVITY <br /> O <br /> !J. <br /> 125 <br /> U <br /> Ir <br /> W <br /> CL <br /> N <br /> 120— <br /> z <br /> m <br /> O <br /> d <br /> ( <br /> CURVES OF % SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> EQUAL T0= <br /> IV W 115 2.75 <br /> 3 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> in 110 <br /> 105 <br /> 100® 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 /> TSG- TISO_ <br /> VOLUME of 20-1008-49 <br /> CYLINDER (CU.FT) *ikj <br /> HAMMER WEIGHT (LBS.) a '/e 00 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IB DRWN. BY- DATE: JOB NO.I KATE NO. <br /> HAMMER SLOWS CHKO. BY: DATE <br /> L <br /> AYER J. H. KLEIFELDER AND ASSOCIATES <br /> R Of LAYERS 3 a SOIL and Foundation 6lrs <br /> cnoN ENERGY 12,soc aa,3oo ring Laboratories <br /> BS.PER CU.FT) <br /> 1 17 <br />