Laserfiche WebLink
JUN-09-2008 MON 01 :43 PM FAX N0, P, 03 <br /> Mr.Jamrs Ramasl,n <br /> Moy^_R,2003 <br /> Field memorundums ouQining ouc ooscrvations and lest itsults werc prepnred for ench site visit, cnpies of which <br /> weiro given to lha projeU superimcnJene as�vell ns emailed io a cc lise u•eekly. <br /> Bused on our abservmions and testing, it i, aur opinion lhat �he geoiechnicol engineering clements oF siie <br /> develnpment und Uuilding construclion were compleeed in general accordanee with our retonunenda:ions and <br /> ca svuctian dra�vings us approved by the City of L-verett. Resulls of compaclian testing indicare dm[, in the areas <br /> tesled, slructunl fill und utiliry trench backfill �ws compucmd to lhe minimom required density of 95 percrnl o( <br /> d�e soil's muximum dry denstty, as determincu 6y Amm9can Society Far Tcs�ing and Ma�e�iuls (ASTM) Tesi I <br /> Aesignution D-b96 (Stundnrd Proc�ar) und D-15S7 (MoJifial Proctor) accordingly. Faundation :ub;rade <br /> examined by uur ropresantntivcs �vas prepared in �ccorclance with our recommenda;ions and was observed ro be I <br /> firm nnd compact, capnUle of su,npotting founda�ions designr.d fer nn allowublc soil bearing capaciry of 2,SOU y <br /> pounds per squpre foot (ps�as rxommended in ihe referenced ropon. Datu regarding densiry tesis as �vell us soil � <br /> cemcnt cumpressivc slrcngtli is provided in Tnbles A thrcugh H. � <br /> ' ^ <br /> We IruSty fe'�(PS(a�lm�'MJ san!ed is suff:rient lo meei your curreat nceds. Should you have any questions ur <br /> requi a` lease call. � <br /> � � � � � <br /> Sin you � <br /> 'P � ASS ;S,I �� <br /> . � ��_ �I�z�Ipb' i <br /> Theudor � <br /> Princi�.tl �---------�� <br /> F�PfitEg 51�w � <br /> En�l�--(ab'17l='Pre1'd'DZnsity Test Dnta <br /> Tnhle B—l.aboratory Mnximum Dry Aensity Test Dma <br /> Project No.T-GUG2-I <br /> Page No. ii <br /> " !�� <br />