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Con�rrwoNon Inipecefon B Related Tuu <br />Carlson Construction Consultants, Inc. <br />P.O. BO% 2D7�2 — U1KE CITV BTATION <br />SEATTLE, WAHHIN6TON OB1Y6 <br />REPORT OF CONCRETE TEST SPECIMENS �oNs tzoet sea-oeoo <br />Da�e Molded: %�1��7y , 19 �,b. N,. 3�%-2obz pERM1T NO. <br />Clienf: �lbertson'n Fbod Centere <br />Projeet: A1bez'tsOA'e Food CsnCer <br />Addres.: 1015 Htrr 99 North Everett� Ita _ <br />Conlrallor: L1oYd Po►rell Con�t. Sub•Contractor: D. L. Anderuon <br />Concrats Supplier: �Waoeiat�d 3•.v7 �++rt Grwvel CaN by: �nii'aCtOT <br />Wsather: C10Udy Temp. hiqh: � Temp. low: s` <br />S.lab Ast�nen liaes 1 and 6 ira� A ta 4j" nout.f� of li.ns A. <br />Location of Cenerete Placemen.: _ — <br />M <br />Strenpth Requirement: �500 p51 @ � days Slump: <br />Cement Type: <br />z <br />No. of aacks: Entrained Air <br />Admix, Amounf: � Brond: <br />Admix, Amounl: <br />B�and: <br />ri <br />Coaree agg. sixa:—.�-8 ---TYPe:. ---. nntuPal.- — Fine Agg. Size: �dg• <br />Sp�eim�n Sp�elm�n T��1 P R�pi�rv Dab Dab iolal M�a Unit Load R�par� <br />Na. Tyv� Doys Num6�r R�e'd. T��t�d Load PSI No. <br />4 n 6i�,, 7 I 7.�379 ? 11 1 57�5�� z0.2 2090 1s <br />4 B z�i i ir, 6 ]i e aA.2 <br />4 � 28 I 18 11 8 2 2 <br />D <br />E <br />F <br />Remarks: <br />011 i+ <br />�orm No 1 7.69 <br />sa <br />�"G� <br />FRANK W. CARLSON <br />��� <br />