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. J. � rv- <br /> �� � ` ��r q�trreqon GupecNeR S RebOel Tt�u <br /> .� "' :� ' <br />.^e.'�' -' ..'r� <br /> Carlson, Construction Consultants, Inc. <br /> . P.O. W% �762 — I.AKE CRY �TATON ' <br /> � �t� �tATiL[, WAOHINGTON MIt6 <br /> . �ONt f20lI �4Y00� <br /> REPORT OF ���EST SPECIMENS <br /> 3o-i959 <br /> Oate Molded: 6I1�� , 19 Job. No. reanT No. <br /> LeBellarts Oon�txuction CospenY <br /> Client: <br /> Jia Douglas Coado�iniu� <br /> Project: <br /> 3425 Qolty St.. SW�retL� Na. <br /> Addraa�: <br /> LeBeuslke �11�t' �' Sub-CoMractor: <br /> Contractor: G.F. YSLOII <br /> , jOb dx Cad by: -- <br /> ConcroTe Supplier. jf <br /> pnrt],y cloudy 2 <br /> Weather: Temp. hiqh: 6z Temp. low: S i <br /> Firet lift of eecrond flocr wnll at eouth end of building. <br /> Location of Concreta Placemsnt: <br /> 1800 28 Norkable <br /> Strmpth Requiremmt: PSI @ days Siump: <br /> �'Pe S Xp�� EMrained Air % <br /> Cement Type: No. 04 socks: <br /> Admix, Amount: <br /> Brand: Admix, Amount: � Brand: <br /> T e: —Fine Agg. $ize: <br /> Coarse agg. size: YP <br /> Toml Uni� Load Raporl <br /> Tn1 Q Repi�t�r Dela Dat� proe P51 No. <br /> Sp�eimm Sp�eim�n Rac'd. T��t�d Lood <br /> No. Typ� Daya N�mb�r <br /> M12 A 2x4 7 H9895 6/lk G/2D� 2,250 3.14 �20 4b <br /> M72 g <br /> H9896 6/14 7,95� 3,14 253� 95 <br /> M12 � <br /> 28 H9897 6/14 7/11 �+�4� 3..14 1400 72 <br /> D <br /> E <br /> F <br /> Remarks: <br /> ces �1�erett H1d D <br /> sn 6 — — <br /> .. 0�. ��'�.A�3v..� <br /> FRANK W. CARLSON <br /> iorm No.1 2.69 <br />