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. TER�tA ASSOCIATES, Inc. <br />Consuhanls in Geotechnital [ngineering, Geology <br />and <br />[nvironmenml [anh Sciences <br />Daih• Field 111emo <br />Project No. (3GG-1 <br />D1emo No. 7 <br />Uate J/1/111 <br />Projecl: Rclail 6uilding-Gvcrclt Mall Subject: Duildin� Pad Fill, Storm <br />Location: livcrcll, Wa. <br />Cuntractor: Kirticy Colc <br />�Vcalhcr: Moslly/Cluudy-Sho�ccrs Prescnt At Sitr. Grcg <br />NI lcsts urc nt Icasl 95%ol'Lab maximwn dcnsity according lo AS'I'M D-1557, lcsts takcn at ranJom localions. <br />'7'he building pad is complcted �vith the execplion of the N\V comer ���hich is wrrently bein@ used as an access ramp.'fl�c com- <br />plcicJ partion of tlu pad ���as fillcd �vith imporlcd sanJ �vilh gravd placcd ��•ith Dump 7'rucks, gradcd with a D-3 Cal in 1' or Icss <br />litts, and wmpacted to a den•�.: c�u�e. The fill is —.5' to I' at Uie S margin, and —I.S to 2.5'at the N margin. <br />*Prcviously placed shallow 12" storm line (—GO') �vas testcd betwcen CB 82 and newly placcd CB #3. Thc trench was <br />IiIIcJ �vilh silly sm�J �vidi gravcl spoils and compacicd �vilh a i�loc-pack io a dcnsc statc. <br />*The fire line is being connected ncar the N6 cornzr of the building. G' Duclile Iron pipc is to bc wnnected to the <br />cxisting 10" Duclilc tron �ratcr main and �vill bc plumbcd iNo a PRV vaull G o(thc NL• cumcr of thc buildinc. <br />*All tcst dcpths or cicvalions arc mcasurcd from cxisting grade.* �AII ICSlS Ifl(IlCllll` �lll'1�11:1IC COI71�1�CLIOi1 \V8S JCllll`Vl`(I.f <br />R:30 AM to 10:30 AM (2hrs.) (3G mi.) <br />Ficld Dcnsity Tcst Duta <br />Tcst ��� ���� So�� Muistnrc Dry Relativc <br />No. Test Location � Cmden[ Densily Compaction Remarks <br />(fl.) Type (°/u) Q'CF) (°U) <br />2G I3uildin�, PaJ- N\V Corncr, �IO' SI: +I' C C.9 130.1 9R <br />27 13uilding PaJ- Mid S Margin, 8' N +.5' C GJ I?7S 9G <br />28 13uilding Pad- SG Carncr. 30' NN' +I' C ZO 132.0 99 <br />39 l3uilJing I'ad-NG Corncr, 50' SW +�,5' l; G3 13G.�1 97 <br />30 13uilJing i'ad- Mid N MorEin, 5' S +2.9 I3 5.9 13R.7 99 <br />31 12" Sturnt CB N2/R3, Mid-linc tiG A �.G 13G.2 77 <br />Note: '!he aboce test resuliti reprcsent soil eompaction at the specilic locatiuns :md depths nuted, and moy nol be'epretienmtice ol' <br />cumpacliun ut uthcr localiuns or dcplhs. <br />tay: Darwin B. Smitl� c"P�"`° <br />/� <br />