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JUN-09-2008 MON 01 :43 PM FAX N0, P, 03 <br /> Mr.J�mcs itamasl.y <br /> M�iy^8,2003 <br /> Field memorundums ouQining our obscrvations anJ lest results were prr.pareJ ioi cnch site visit, copies of which <br /> were given to tho projeG superimenJnnt as+veli ns enwiled to a cc lise weekly. I <br /> Dused on our observaeions and tzsting, it is our opininn iFat ihe geotechnical engincering clements oF siie � <br /> development und building �onstruclior. Were comple[ed in general acwrdance wiih our �eeoitiinend�:ions and I <br /> conswc�ian dra�vings;s approved by thr.City of E�ereu. i2esults af compnction testiug indie:�te thut, in the arcus <br /> tesled, slrucluial fill and utiliry trench backfill ��us rompucied to the minimum tequiral density of�5 pcicem o� <br /> the soil's maximum dry dansily, as determincd 6y American Soeiety tor Testing and Mnien�ls (ASTM) 'Cest <br /> Aesignution D-698 (Stundard Proc�ar) and D•1557 {Malified Proetor) accordingly. Feundation sub,'ade i <br /> ex�rr.inr,;J hy our ropirsematives was prepared in accorclance��i�h our recommenda:ions and w;u obsen��d to he I <br /> firm a�d compact, capnble of supponing toundations designecl (or nn �llow¢ble soil benring capacity of 2,5(W � <br /> pounds per squnre tooi(psp as recommended in the referenced report. Dutu regarding densiry tests as �vell as sail 1 <br /> cemcnt compressive suength is provided in Tn61es A thrcugh H. � <br /> We t:..,���-:3fo�ma�n. � senled is suflirient ro mee� your current needs. Should you tv'.�.e any quesiioas ar I <br /> requ�Q� lease calL � <br /> Q ' ' � � � <br /> Sin � you � <br /> �1• � ASS r'S,T � <br /> r 1�. � �� �IaglvB <br /> Theudor �� <br /> Princi��l ------� <br /> ExPiaEa 6rlur � <br /> tincT'T�l'eT�Ce1��D�ily"Pesl Duta <br /> 7'p61r.H—I.aboraloty Maximum Dry Density Tcst D�tn <br /> Project No.T•GOG2-1 <br /> Page No. ii <br /> 2/� <br /> � <br />