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�-, <br /> � <br /> . :'r �� �rredw, I�uMatM s Rstu� Tat. <br /> o . ' <br /> lson Construction Consultants, Inc. �' <br /> Car r.o. eox se�ea — uKE cirr aT�na+ � <br /> 9EATTLt. W�MIN6TON Ye1l� � <br /> ('�O� r110N[ (��l �'OS� <br /> REPORT OF��EST SPECIMENS �1959 <br /> b�l�'�9 �q Job. No. _� P[IOAIT NO. <br /> Date Molded: <br /> IeBellarte QomtruoLion �OapW ___ <br /> Cli�nt: <br /> Ji� Dougle� Oondo�laluR E <br /> Proiect: � <br /> 3y25 polU� BS.� hl�eretS Ma. <br /> Addrasa: i <br /> IsH�lli�e ��t• �• Sub•Contractor. � <br /> Contractor: I„ NsUon <br /> ROa� SWd and Gltv�l Cast by: - <br /> ConcrM� SuPPlier: <br /> 65 0 <br /> C�� Temp. hiqh: �—�T�mp. low:� <br /> Wea�1°�: blook tre1L. fl+11 height, <br /> • Spond 111t of E�ick ta11i and <br /> Location of Concrsie Placemenf: �1��• <br /> eecot�d iloor• eouth half of, <br /> fluid <br /> 2000 PSI @ � days Slump: <br /> Strength Requiremenf: ? e� <br /> I Entrained Air <br /> No. of sacks: <br /> Cemenf Type: <br /> Admix, Amount: �--BfO^d'�� <br /> Admix, Amount:_----Brand:�— �dg. <br /> �g �AVel AlCEUT81 Fine A99. Size:�— <br /> e Type: <br /> Coarse ogq• s�=e� <br /> Taml Unil Load R�po�� <br /> Re ubr �ab Dal� Ane P51 No. <br /> $p�eim�n Num6u <br /> q Sp�cim�n Aal p 0 Tul�d Loa <br /> TYq DaYa <br /> a.�a. 49 <br /> "°. pqc�� 6/16 6/22 41,000 28.27 1450 <br /> G 13 A 6x12 7 <br /> G13 B <br /> yg ggg6g 6/16 7/13 28.z7 <br /> c 13 � <br /> 28 x9969 6/16 7/13 28•27 <br /> D <br /> E <br /> F <br /> �— <br /> Remarks: <br /> . • <br /> .�-- <br /> '�� CL�V� <br /> FRANK W. CARLSON <br /> Form No.1 2-69 <br />