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<br />TASlE II
<br />SUMMARY OF lEVEE COMPACTION TEST RESULTS
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<br /> LABORATORY FIELD ";' '\
<br /> -'
<br />TESHIO. LOCA110N DEPTH TEST i SOil
<br /> FEET TYPE MAX OMC DRY Me i COM.
<br /> DENSITY % DENSITY % i PAC110N \
<br /> PCF PCF i % ;
<br /> , I
<br />TP-l 2 NIlC 123.5 9.0 111.1 5.1 I 103 SAND,CLAYEY,
<br /> , '~
<br /> ! GRAVEllY,CDII9lEY
<br />TP.l 5 NUC 123,5 9.8 106.1 5.5 i 85 SAND,CLAYEY,
<br /> GRAVELL Y,CORlIlEY
<br />TP,I II CONE 123.5 9..0 112.4 1.7 ( 91 SAND, CLAYEY.
<br /> . ,
<br /> i GRAVEllY.C09BlEY
<br />TP,I "S.5 NUC 118.5 11,5 100,7 '6.1 I 85 SAND. CLAYEY, SL,
<br /> f GRAVElLY,COURlEY
<br /> .S,5 ,
<br />TP.l CONE 118.5 11.5 89.8 5.7 j 16 SAND, CLAYEY, SL
<br /> ; GRAVELLY,COBDlEY
<br />TP,2 2 NUC 123.5 9,0 111.. 13.3 \ !15 SAND, CLAYEY,
<br /> j ~VEllY,COU8LEY
<br /> !
<br /> ,
<br />JP,2 - 2 CmlE 123.5 9.0 100.6 5A 81 ~ SAND, CLAYEY.
<br /> '" I GRAVELLY. C0881EY
<br /> ,
<br />JP,2 ~ ..5 IJUC 123.5 9.0 107.0 5,6 87 i SAND. CLAYEY.
<br />Cl i
<br /> - GRAVELLY. C0881.EY
<br />JP-2 .... 4.5 CONE 123.5 9.0 110.8 8.5 J 90 I SAND, CLAYEY,
<br /> m , GRAVELLY. COBB LEY
<br />JP.2 8.0 NUC n:1,5 9.0 10604 14.7 I 86 f SAND. CLAYEY.
<br /> ( GRAVELlY,COBRlEY
<br />JP,2 8.0 CONE 123.5 9.0 103,1 5.9 8' i SAND,CLAYEY,
<br /> ,
<br /> ! GRAVELLY. COBBLEY
<br /> ,
<br />JP-J 1.5 NIIC 12U 9.8 102.0 11.8 83 \ SAND, CLAYEY,
<br /> ;
<br /> j GRAVELLY, COBBLEY
<br />TP.:I 1.1 CONE 123.5 9.8 92.1 5.75 \ 75 1 SAND,CLAYEY
<br /> , GRAVELLY, COB8lEY
<br /> ,
<br />TP.:I 3 Nue 123.5 9.0 11l11.3 5.J I 88 SAND. CLAYEY.
<br /> \
<br /> \ GAAVELLY. COB81EY
<br />TP.:I 3 CONE 123.5 5.0 115.6 6.95 \ 94 SAND. CLAYEY,
<br /> GAAIlELL Y. COIlBlEY
<br /> .'
<br />· NArURAL GROUND \ /
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