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.. _ .�. <br /> �. �. • . � �u,� r�.o•�•• s wtr.+ r.w, <br /> ,. . <br /> Carlson Construction Consultants, Inc. <br /> RO. �OX 2676i — LAK[ CITY �TATON <br /> �'OYt �[ATTLE. WAN11N6TON N1t6 <br /> � PNOM[ tlWl �4M00 <br /> REPORT OF C�9� TEST SPECIMENS <br /> Dor•Mold.d: �3�� , 19 ' Job. No. ��19� �[�nr Mo. <br /> LaB�llsrte Corrlruetlon Company <br /> Cli�ne: <br /> Jit Dougles Condoeiniu� <br /> Proj�eh . <br /> 3425 Colby st.. 8`verett� fls. <br /> Addre�s: <br /> IaBellsite CODst. Oo. 5„b-Controctor: Distsrd Meeoluy <br /> Conhacror: <br /> Row Sand k Grnvel Casrby:L. N�Lon <br /> I ConcrN� Suppliv: _ <br /> I ��� Tam . hi 65 T�mp. low: �5 <br /> W�a1h�r: P �' <br /> BouEh half of building. fYrat floor� eecond lift. <br /> Location oF Concnt� Placem�nt: <br /> S�renpth Requiromsnt: 2000 pSl @ 28 day� Slump: fl�d <br /> Cemanf Type: I No. of sacks: 7 Enfraincd Air � � <br /> :dmix, Amounl: Brond: Admix, Amount: Brond: <br /> Coarse app. size: �8� Type: n�t�� Fine App. Siza: �dR. <br /> Sp�eim�n Sp�elm�n A�1 e R�pi�be Dob DoN Torol Areo Unit Loed R�pw� <br /> yp, Typ� Doy� N�mb�r R�c'd. T����d Load P51 No. <br /> c g A 6x�2 � N95o4 6/1 6/� , �4,500 28.27 1220 33 <br /> c 9 B Z8 H9510 6/1 6/28 60,500 28.27 �� y+ <br /> c 9 � 28 Y.9911 6/1 6/28 56,500 28.27 2000 54 <br /> D <br />! E <br /> C <br />� F <br />� <br /> i <br /> 1 Remurks: <br /> 1 <br /> g. e� . <br /> �'. V�. w�"d <br /> F«m No. 1 2•69 FRANK W. CARLSON <br />