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:B - 9S _ T H U 1 S `S 8, �A,M S T E P H E N S C o_M S T w '� <br /> NEIL O. ANDERSON & ASSOC. ` INC. <br /> ¢ 026 <br /> O R -so <br /> o GEOTf;Dh4N1GAL SeRVICIrs-ENGR+lEERING LABORATORI>:8, gS1COo 1011, "( 41'I'tla 9$210 <br /> VI (M) 472-Ml <br /> FAX: (209) 472.1 tai <br /> ss0%%� <br /> Marcy 17, 1993 <br /> AM Stephens Constructi6n <br /> PO Bax 748 <br /> Rio vista, CA 94571 <br /> Subject: Field Density Tests <br /> Exchange Reilty- Sackfil,l, <br /> swain and El Dorado � <br /> r Stockton, calilifornia . <br /> our Job' N ier: SH-08 <br /> Gentlemen: <br /> This report' presents the results of compaction. and. field <br /> density testa performed on test- Fit backfill apt the subject <br /> Project. <br /> The fill conuisted of imported ' soils. An ASTM D1557 <br /> Compaction Test was c©nducted on a .-Sample. 0f the fill. The result <br /> of this test is Prose nted nest. <br /> Mazimum Dry optive= Moisture <br /> to t <br /> Material <br /> Tan slightly silty saaxd 124.8 <br /> The results of the field density tests are presented next. <br /> MELD NS EST ul <br /> - Dry Elev. <br /> Test De�n�s <br /> GSR Test ` <br /> The followingt6stts wore pertomed on the 'lot pad fill. -2.5 <br /> 3-3-93 1 112.2 10. 1 90 SW end -2.5 <br /> €+ 2 115. 8 10.5 93 Middle _2.5 <br /> €� 3 116. 3 9 . 8 93 SE artd <br /> It . <br /> SCS <br /> 4 115 .0 6. 4 92 SW end SG <br /> n <br /> S. 113.5 9 . 5 91 middle SG <br /> �t 6 119 . ]. 9. 5 .95. SE end <br />