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ti � —. <br /> � — <br /> � .- � -�. �.MurreNew LupecNw S Rebtsl Tnu <br /> Carlson Construction Consultan�s, Inc. <br /> P.O. 90% 26782 — LAKE CIT' lTATION <br /> 6[AT7LE, WA/MINOTON YS126 <br /> REPORT OF CONGRETE TEST SPECIMENS n�oNs t2ost aes�aeoo <br /> 2 79 3�-1959 <br /> Doe•hbidsd: , 19 �ob. N0. PERMIT NO. <br /> LaBsllarte Ooaatruotion Oo�pany <br /> Cli�nt: _ <br /> Jia Douglw Oo�xlodniu� <br /> Project: <br /> 3425 Oo1T� St.� �erett, Ma. <br /> Addres�: <br /> 7�eBd16Tta ODn/!. CO. <br /> Confractor: Sub-Contractor: <br /> Roe� 3�nd Ae (:ravel Ca.f b L. NeLon <br /> ConcrMe Supplier: Y� <br />' WeO*�;_ CllaT Temp. high: 80 Temp. low: � <br /> Third iloor topping elab, norih hal.f of builcllag. <br /> Location oF Concrete Placement: <br /> 3ppp 2g 5�� <br /> Sirength Requirement: P51 @ days Slump: <br /> I ( <br />� Cement Type: _ No. of sucks: Entrained Air % <br /> Admix, Amount: Brand: Admiz, Amount: Brand: <br /> n <br /> Coarse ogg. size: � 8 Type: n�S�� Fine Agg. Size �dg' <br /> Spaciman Spocim�n Test E R�pi�fer Dab Dal� To1al A��e Unil Lood R�por1 <br /> No. iyp� Days Num6�r Ree'd. Tea��d Load PSI No. <br /> 1G a 6x12 � I 1306 6/26 ��p 85�50� 28.2 3�20 58 � <br /> 16 B ze I 130� 6/26 �/a.3 1z�,5oo 20.z 4370 9� <br /> 16 C 2ft I 13� 6/26 � 2 124,000 26,2 �o g� <br /> D <br /> E <br /> FI <br /> 49 1/2 oub9.c yards placad. I <br /> Remarks: <br /> cc� E�orett Bld�. De�pt. 4 <br /> Cfl 6 ' •..u�x+cttry��jr <br /> � � I <br /> i <br /> ox9� c� <br /> form No.l 2.69 FRANK W. CARLSON <br />