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`�; 10-c��=i � i"i : t t pr.+ ..,_ � <br />v 4 <br />.� <br />' �vapr�;hng <br />;e;.RyUleaales <br />'� ShniC'Cte <br />,sv, <br />;--'Curcr�tB <br />� hlasonry <br />'-A:pl�al; <br />�.�' �UU11 fl � <br />;� _ f � I_ i n g Btian RitthaK <br />'"�5-t� e e � CDAArch4octs,Ine. <br />;: .,S o; i s Z0115 44th Aw. W <br />��# Y1 `" o u J Lynm.opd, Washir�tot� 980Z6 <br />SubjecL•Anelwr Tceting 1 Pin PJe Iaspeetion <br />Scptcmbei 25, t I96 <br />�,.,_;,:- . <br />�t" <br />��r�.: . . .. <br />u <br />�.�.�•.- _, <br />�� . ��linq avas inspn <br />� Aoderoon - Pcytam S <br />:_`,., <br />�'.ee:-�--. � <br />a .y.�'�:,µ � <br />�'aF <br />� . <br />«. <br />-t +�;`: <br />,_� . •,r.,sjp� <br />,P.Z.. <br />.rr-;: <br />,.: _i;, <br />. . ....�•�� <br />. , . s� <br />� iN�- _` <br />:� M1 � <br />'s.... <br />A.A.H. iESTING'' <br />LABOqATORY. q1C, � <br />' <br />. , �. <br />d und fotind to he inslalicd ss per the �hucturai dctail� subm;ttcd by <br />icri�tal LaE+Jnc�inP, C�naulWnls. Pm piles wae driven W rcfiisal. <br />As trt�ua�ted proof tcscs wc�a pertinm«1 w� thc soil anch�m: mre test on t!x hiyh wall and auc t::ar <br />atthc buriod w�U. A sixry (60) tan calibnted imn sy�trm xas utilaod to.acbiaretLe lotdina of thc <br />soil enchoro. ' <br />ic tLe iasults of the teoueg paSormd: <br />�t +t.;:v � .. � . <br />X'd,", r , . - � ' � . . <br />(� '. .'•. ':'.'' . �,�.-.. � . : .- , : <br />r.;��... .-. :. : .. . ; . . . -�. <br />bse �,EOoo poams � tra" movaront. A tctat load of 1 s,5a0 pcunda was.chieva <br />'�ICC��y��WI N,CbS# 1hOV�ltBt DO�. �E L01� �CbOI VvaS t�IOL �Od i� i�lllOOi <br />Y��LP ��Ol�D1d . _ _� . . . . . . _ . . _ ' . 1 i' FC�'.�e <br />� - <br />�. r <br />,�-�µ .�:�, Sa7"��cn�.hor 8 6� � y F <br />Initial scatioQ lod - 8000 p�unds 8 1/4" mo�romrnt. A tahl lad of 22,OQ0 p�unds was adrieved <br />v�iiL two (2) inchca of aoil aot6or mowRnent nuted. "ILa seil aneLor wa9 tl�en pullod an add�tional <br />ont ond oae half (1 1!2) inc}rs witli no g2in in load. <br />„• <br />.� - iiw abovo t�sted soil anrbon passtd thc design mryfrertxntc ncAed cm deuil6-C µritLn 6y <br />r.,,, .. _. A++dcrs�a - Peyton Strudural F�nooing. _ <br />Ify��� Iwvc an}• questions Flcase do r.W hcsitatc v bi�.r n�: x c.�U. <br />Suiccn:ly <br />,.7(, ; � �aWr,.lnc. <br />6./ / <br />f )/ ! ' �"'�--� <br />o h $. I lio:�cs ` <br />� • <br />� <br />� <br />Tel 881-5812 Fax 881•5441 • P. O. Box 2523, Rc�ilmOnd, WA 98073 <br />LiZ � 3`JVd ' � Lb bZL.990..'�I '- �N1 S.L]�N�b'd_d(=J N08d BZ�BI <br />�':.-..•1;--.."`.:-�—'_"_" .'�._ — <br />