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� <br />� ,-, <br />�:: ,w: <br /> y <br />�, • • � �'"� �Lw�RrtieNe� I�4�es(wt ? Rebtl� Tf�n <br /> ,�. <br />, <br /> Carlson Const��.�ctio�l Consultants, Inc. <br /> RO. W% 2670Z " LI1KE CITY OTATION <br />�� N�L�T �:a 8[ATTLE, WASNINOTON N1t0 <br /> REPORT OF C�1���ST SPECIMENS �oMs caosi ae4-�eoo <br /> , Dar•Mold.d: ��Z�� , 19 Job. No. �'�959 <br /> PfI1MIT NO. <br />�� I�11aTtR ODL�tTuo410m 0o1i'HTMY <br />�f tli�nt: _ _ <br />� Proj�cta J1� D011g1u COad0�1n1Va <br /> Addre�s: �S �ll� St.� 111�sqtt� Na. <br /> Contranor: �lls�'Y� Opat. �d. Sub•Conhoctor: <br /> Concr�t�Suppliw: �� Sa�d h Geswl Cost by: J. YaA Ysll�ndael <br /> W�afhw: C�� Temp. hiph: 7S T�mp. low:_ � <br /> Lowtion of Conero» Ploeem�nt:_ FOtR'E!f t100T fA TOOf� ��OOqd 111t� pps'f11. <br /> Strenpth Requirement: ��� P51 @ � doys Slump: ���� <br /> Cement Type: �� s ��� No. of aacks: Entrained Air °� <br /> Admix, Amount: _Brond: Admix, Amounf: Brand: <br /> Coarse apg. sise: Type: Fine Agg. Si:e: <br /> SP�cimm Sp�Nm�n T��t p R�pi�lo Dote Dal� Toeal Ano Unif load Neporl <br /> No. Tyq Doy� N�mb�r Rec'd. T����d Load PSI No. <br /> r z4A 2x 7 I 2393 7/ 7/30 5�554 3.14 177o io1 <br /> H 24g � I 239� `I� 8�2� 3.14 <br /> H 24� 28 I 2395 7/ b/20 3.14 <br /> D <br /> E <br /> F <br /> Remarks: _ <br /> cc� Evaratt Bldg. Dept. <br /> en 6 <br /> _ V.9. �a���.i <br /> Form No. 1 2-69 FRANK W. CARLSON <br /> L. _ ._ _ <br />