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. . .,. ,. .. ��;��.Y <br /> � • ' _ <br /> r�' r <br /> `''" 6.—k+ree4n� Gr�ecaw I l�I� Tesr <br /> Carlson Constr�ction Consultants, Inc. <br /> y . <br /> �� RO. �OX 2676! — LAK[ CITr RATIOA <br /> fEATTLE� WANIINOTON Nfl6 <br /> REPORT OF �TEST SPECIMENS �oNt �� �-Moo <br /> Dma Molded: ���, �q Job. No. �195� <br /> Pt11MiT NQ. <br /> Cli�nf: ��11�rt1 ODO�CriQt10A Oo���yr <br /> Project: <br /> .11� Dousl�s donQodeiu� <br /> Aedre��: __ ��S �1� SL.� ��iett, Yt. <br /> Contra�ro�: _ �°�° �D°�t• �• Distez�d Maaon <br /> Sub-Conhoctor: ='7 <br /> Concrste Supplier: �b � Ca�f by: L. Nelsa7t <br /> Weaftia: Cl� Temp. hiph: 6S Tamp. low: �s <br /> Locotion of Concrets Place.T;nt: N�'� half of fi�st f].ppt' of bullding� second 17ft. <br /> Strenpth Requirem�nt: ��� P51 @ days Slump: �Tkabla <br /> Cemenr T �'Pe 9 17ortar <br /> YP°� No. of sackc: Entrained Air % <br /> Admix, Amounf: Brand: Admix, Amount: g�o��; <br /> Coorae opp. size: Type: Fine Agg. Si=e: <br /> r <br /> Sp�cim�n Sp�cim�n A��p Royi�fer Det� Dab Total Arae Uni� Lood Repo�t <br /> Ne. Typ� Dera N�mb�r Rec'd. T��f�d Load P51 No. <br /> A <br />, B <br /> C <br /> M g � 2i� 7 x9637 6/1 6/y ��750 3.14 e75 ;�4 <br /> M 9 E 28 H9638 6/1 6f28 <br /> 3.14 <br /> M 9 F 28 H9639 6/1 6/zg ,.1� <br /> Remark s: <br /> cc� Everet* ffida_D�„� <br /> en 6_ _ <br /> .. 4�. �� <br /> Form No. 1 I.69 <br /> FRANK W. CARLSON <br /> t <br />