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I40 0 <br />MOISTURE CONTENT l"/" DRY h'EIGHT) <br />s 10 15 20 <br />r30 <br />^ro <br />aDt-\ <br />o2\/ <br />traz <br />lrJo <br />E,o <br />ZERO AIR VOIDS <br />S.G. E 7.70 <br />t?0 <br />110 <br />100 <br />LOCATION <br />BORING OR TEST PIT <br />DEPTH, IN FEET <br />REPRESENTATIVE FOR <br />SURFACE <br />SOIL CUASSIFICATION <br />GRAIN SIZES IN PERCENT OF DRV YVEiGHT <br />SAND ( RETAINED OI'i # 2OO SIEVE) <br />FINt S ( PAS SING # 2OO SIE VE ) <br />ATTERBERG LIMITS,II.T PERCENT OF DRY LVEIGHT <br />LIOUID LIMIT <br />PLASTICITY INDEX <br />SOIL TYPE AND DESCRIPTION <br />SILTY SAIiD (Sltl ), light brornn <br />COMPACTION PROPE RT IES <br />METI{OO OF COM PACTION <br />ASTI,t STANDARO TEST METHOD D-1557 -TOl EOUIVALEXT TO A.A.S.I{.O. <br />SOIL COMPACTION T EST T I8O.57( I/IO CUBIC FOOT MOLD, IO POUND HAXUER <br />FALLtN6 t8 TNCHES, 25 BLowS pER LAyER ). <br />oPTtMuM MOtSTURE CONTE hT, tN pEpCENT OF DRy WEtc HT 10 <br />MAXTMUM DRy DENStTy, TN POUNDS PER CUS|C FOOT . v6 <br />\ <br />\ <br />\ <br />\ <br />\\ <br />\ <br />-a \\-! <br />//\\\/I \\./ <br />v <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />i <br />CADILLAC- FAIR\IIBf <br />."rrlFSit' ;,.- * ' "(' <br />'-.,'B[ <br />[t ,l, .-.]..ud'#d e Errjr)S lnc. <br />COMPACTION TEST DATA <br />PI^ATE A- 3JOB NU)'IBER 8l-20-00