Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Red—brown sandy clay <br /> TEST SYMBOL #48 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 121 . 0 <br /> OPTIMUM WATER 12 . 5 <br /> CONTENT M <br /> UNIFIED SOIL <br /> CLASSIFICATION ML—CL <br /> c"ONTENT AL WATER <br /> R 14 8 <br /> 130 <br /> LIQUID LIMIT 23 <br /> PLASTIC LIMIT 17 <br /> 0 SPECIFIC GRAVITY <br /> O <br /> W <br /> ® 125 <br /> V <br /> W <br /> IL <br /> N 1 <br /> Z <br /> O <br /> d <br /> ( CU ES OF % SATURATION <br /> .9911Lf" FOR SPECIFIC GRAVITY <br /> EQUAL T = <br /> 115 — <br /> W 2.T3 <br /> W 2.70 <br /> } 2.63 <br /> 2 <br /> } <br /> ® 110- <br /> 100 <br /> 0 <br /> 101000 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 /> T$B- TISO- <br /> VOLUME °( 20-1008-49 <br /> CYLINDER (cu.NOER FT.t k" <br /> HAMMER WEIGHT (LB$-) 5 I/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M DAWN. By DATE: I JOB NO. 1 PLATE MQ <br /> HAMMER BLOW$ CHKD. BY: DATE: 9 <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Sou and Fou®diltion Eu&eers <br /> COMPACTION ENERGY 12,40C 56,300 En&eering IAboratoriBs <br /> (FT. LBS.PER CU.FT.) <br /> 1.17 <br />