Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL 11 <br /> 419 <br /> 135 TEST METHOD ALSTM D-1552 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 . 0 <br /> OPTIMUM WATER 10 .7 <br /> CONTENT (%) <br /> UNIFIED SOIL SM <br /> CLASSIFICATION <br /> CONTENATNT W (AL %)13 .0 <br /> ER <br /> 1� LIQUID LIMIT <br /> PLASTIC LIMIT <br /> H <br /> ® SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> W <br /> fZ <br /> 120 7L' <br /> dI <br /> Z <br /> O <br /> d <br /> ( <br /> CURVES OF %p SATURATION <br /> F' FOR SPECIFIC GRAVITY <br /> EQUAL Ts <br /> 1p <br /> W IIS 2.75 <br /> 3 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> GC <br /> ® 110 <br /> 105 <br /> 1000 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- T1SO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> iil <br /> HAMMER WEIGHT (LBB.) a 1/2 , 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M Is DRWN. by DATE: aoe MMD. PLATE Iq <br /> HAMMER BLOW$ CHKD. BY: DATE: 1 20 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a $01,1 and Foua&Uon En&eers <br /> COMPACTION ENERGY 12,40G as,3 10 Eugineerbg laboratories <br /> (FT. LSS.PER CU.FT.) <br /> L.17 <br />