Laserfiche WebLink
!4C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #4 <br /> 133 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 126 . 1 <br /> DENSITY(PCF) <br /> ornMwr WATER 7 . 1 <br /> CONTENT f%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> NATURAL WATER 6 .3 <br /> CONTENT C%) <br /> 130 - LIQUID LIMIT N/A <br /> PLASTIC LWIT N A <br /> O SPECIFIC GRAVITY <br /> O <br /> W <br /> 128 <br /> V <br /> W <br /> CL <br /> (� I <br /> a <br /> 2 <br /> n <br /> O <br /> d <br /> CURVES Of % SATURATION <br /> I-- FOR SPECIFIC GRAVITY <br /> EQUAL TOi <br /> l0J 4p 0 118 2.73 <br /> 3 2.70 <br /> } 2.63 <br /> z <br /> } <br /> ® 110 <br /> 103 <br /> Imp 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 /> TSB- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) S '/t to COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) o: I$ ORWN. BY I DATE: JOB MD. PLATE NO. <br /> HAMMER BLOW$ CHKO. BY:GSM DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS S $ Soii and Foundation Engimrs <br /> COMPACTION ENERGY 12,40C $$,Soo En&"rWg lAboratorims <br /> (FT. LBS.PER GU.FT.D <br /> 1.17 <br />