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, r <br />. i � ` <br /> `-' CM..+weNow LupeeeleR S Rslu� Tnu <br /> �� Carlson Construction Consultants, Inc. <br /> . �.o. eox xe�ex — uKe em �r�noN <br /> GlOLLt sEATTLE. WASMIN6TON Y�I=6 <br /> REPORT OF N E TEST SPECIMENS n�owe (zost as�-aeoo <br /> 3c-1959 <br /> Dote Moldad: , 19 Job. No. PERMIT NO. <br /> L�B�llarte Oon�tructlon Co�p�uy <br />' Client: <br /> Jia Dou��s Coudo�lniwr. <br /> Projecr: <br /> 34zs aoi� st. , awerstt <br />` Addreft: <br /> IaHsllarte Oonat. Oo. Dissard Neioarr <br /> i Confractor: Sub-Contracfor. <br /> i Ro�s Sand k (�av�l G. M. 9andberg <br /> MConc�ate Supplier: Ca�t 6y: <br />� Waath�r:_ p�t7,r C10Ud�/ _ Temp. hiph: � Temp. low: <br /> FYr�t four foot lift of BI7U xalls. baes�ent level, wuth <br /> Location of Concr�te Placement: <br /> I half of buf.lding, <br /> I <br /> I <br />( 2000 28 fluid <br /> IStrenqth Requirement: P51 @ days Slump: <br /> z � <br /> Cement Type: No. of sacks: Enfrained Air °� <br /> iAdmiz, Amount: Brond: Admix, Amovnt: Brand: <br /> 3/8" nstural bldg. <br /> Coarse agg. size: Type: Fine Agg. Size: <br /> Specimen Sp�ciman Tesl Q Rapis�ar �a�e Dole Total A��o Uni1 Load Report <br /> No. Type Day+ Number Rec'd. Tas�ad Laod P51 No. <br /> G 3 A 6x12 � xeg5? S/4 5/l0 55.�0 28.27 1950 17 <br /> c 3 8 28 x8558 �4 $�31 �,�0 28.2y 3zlo 25 <br /> G 3 � 2II se554 5/�+ 9/31 86,900 28.z? 3060 zs <br /> c <br /> D <br /> E <br /> F <br /> Remarks: <br /> �o� �oract BiaB, n�,t. <br /> en 6 <br /> - �• �`�`� <br /> Form No. 1 2-69 FRANK W. CARLSON <br />