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Daily Field D1emo <br /> TERRA ASSOCIATES, Irec. Projec� Na 5922-2 <br /> ConSullaNs in Geolechnical Engineering,Geolo{;y Nemo No._, 2 <br /> and pT�c: 7/I/OS <br /> [nvimnmenlnl Earlh Scicnr.es <br /> PrujecL• Scao�av Ccnter Lut 3C Subjec�: Si�e Grading _ <br /> Loc:Uion: IivcretL R'ashinEten Contractor: Chamn���n Cunstructiun.Pcnnnn Con. <br /> �Yc:�lhcr: Sunnv Prescnt At Silc: Dclton IChampiun).Krn(Pcnnunl <br /> "fhe Terri Represcnt•rtive•urivcd on-site�s requested to obscrve thc placcmcnt of structural fill at the <br /> northwestern corner ofthe site. Native soils cut from the southc:n side ofthe sit� am bcinc used for <br /> fill matcrial. Thc nativc soils consist of�ray silt}� sand �vith ��ravcl (��lacial till) ovcrlain bv _ <br /> I-3 fcct of light brown silty sand �vith nravcl (wcathcrcd till). 'I'hc wcathcrcd tiil and glacial till arc _ <br /> bcinr mixcd to��clhcr durin� thc carthwork proccss. 'I'hc nativc matcrial appcarcd slighdy moist of <br /> optimum but is suitable for use as su'ucuiral fill Champion Construction placed Ihe fill material in <br /> 6-12 inchcs lifts and compacted with •i timooth drum rollcr '1'he �ill placed within the northwestern <br /> corner of the site showcd slight dcfection under the wcieht of the off-road dwnp trucks. The <br /> conU'actor has aerced to acrate :he �ill soils as needed to achieve a stable subgrade for slabs and <br /> pavements. Density tests will be mcorded when results for lhc ASTM D-698 are rcceived for the <br /> nativc soils. <br /> Rv: L'lancl Rrcitcr Copics to: <br /> � � <br />