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. J <br /> .., <br /> ,. � . �-. ``-'�.e.,.e.twi ►�.►Ks+.� � Rd.e.t r..i <br /> •: <br /> Carlson Construction Consultants, Inc. <br /> RO. �OX Zl17Dt — LAK[ CIT' �TAT10" <br /> ('�Y'Ou7�L !lATRE, WAtXINOTON MItD <br /> REPORT OF �ETEST SPECIMENS �N� ��� �� <br /> Dote A4olded: ��9�� , 19 Job. i!�. 3�-1959 P[IIMIT NO. . <br /> Cl�.nr. T'�°llarte Ooe�truoLion Ooipaty�r <br /> Projeet: Jlie DoUslas ODndo�lnlu� , <br /> Addre��: �2$ COlI� St.� Bb�x'ett� Wt. , <br /> ConTractor: �e��� ��t� �� Sub•Contractor: <br /> Aos� Sand ! Gnv�l J. Yu►Ya11�Mae1 <br /> ConcrMs Supplier: Catt by: <br /> OY82CV L T� � <br /> Weafher: Temp. hiqh: T�mp. low: <br /> Zt�ird ko fourLh tloor. ■econd lift, mrth helf. <br /> Location of Concreta Placemsnt: <br /> 2000 7� ��d <br /> Strength Requirement: P51 @ days Slunp: • <br /> I <br /> Cement Type: No. 04 socks: Fnirained Air <br /> Admix, Amount: Brand: —Admiz, Amount: Brand: <br /> pea gravel natural �d8• <br /> Coarse agg. size: Type: —Fine Agg. Size: <br /> Sp�eim�n Sp�eim�n Tea�Q R�piabr De�e Dat� Tatal ���e Unit Load Rspo�� <br /> Ne. Typ� Dars Nem6o Ree'd. Te�4d Lead P51 No. I <br /> G 7.8A 4x�+::8 y I 1$04 7/2 7/6 26,000 16 8q.1 1620 6� i <br /> c i� 2e i 1505 7/� 7/29 r+7.5o0 " � `• I <br /> G 18� 28 I 1905 7/2 7/z7 39.000 ^ 24 ' <br /> D � <br /> E . ) <br /> F I <br /> Remark s: I <br /> . <br /> �� �� <br /> Porm No. 1 I-69 FRANK W. CARLI <br />