Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> m <br /> TEST SYMBOL 5 <br /> 135 TEST METHOD ASTM D-1557—"A" <br /> MAXIMUM DRY 128. 9 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 9 .0 <br /> CONTENT C%) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL WATER (� 7 <br /> CONTENT MW <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> O SPECIFIC GRAVITY <br /> O <br /> W <br /> 125 <br /> VXNA <br /> W <br /> CL <br /> N 120— <br /> z <br /> O <br /> CL <br /> CURVES OF % SATURATION <br /> t- <br /> FOR L T®FIC GRAVITY <br /> EQUAW IIS .T <br /> 3 2.70 <br /> 2.65 <br /> w <br /> z <br /> ® 110 <br /> IQ5 <br /> Imp 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEAT METHOD AASHO AASHO <br /> TBG- TISO- <br /> VOLUM Of 20-1008-49 Ilk" <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) S lit 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M It DAWN. By DATE: JOB 90. 1 PLATE NO. <br /> HAMMER BLOW$ CHKD. BY: DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 $ Soil and Foundation En&Wrs <br /> COMPACTION ENERGY 12,40C SG,300 Engineering lAbOratorles <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />