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_ . .. . . . ..., . : . �.,.,r : : .� _: .: <br /> . . :w ,� � . <br /> t�. �•.a � �'e��nrrce4w LuO�etion S Rtlatel Te�p <br /> Carlson Construction Consultants, Inc. <br /> P.O. BO% ?A782 — LAKE CITY fTATON <br /> CROU�l'y� 6EATTL[. WAfNIN6TON YOfY!f <br /> REPORT O�ETE TEST SPECIMENS n�ows tao�1 a�4-aeoo <br /> 1 <br /> Data Mold�d: �� , 19_ Job. No. �19� plRMIT NO. <br /> LaBsllarts domtruction �any . <br /> Clisnt: <br /> Ji� Douglm Ca�o�iniva <br /> Project: <br /> 3425 Colt4 st.� h�rerett Ms. <br /> Addre�s: <br /> LaHsllarts Oomt. Co. <br /> Contractor: Sub-Coniraetor: <br /> Ross 8aad end Gravel L. Nelaoh <br /> Concrete SuppliM: Ca�t by: <br /> Wsafh�r: C�� Temp. high: 65 Temp. low: 50 <br /> � 8�oond 11ft of tsick xa].L �nd hloek Nn1L. fYill lfsight� <br /> Locotion oF Concreta Placemsnt: <br /> eecond floor. south helf oP building. <br /> Strength Requiremen�: 2�� PSI @ 28 days Slump: fl�d <br /> I <br /> Cement Type: No. of sacks: 7 Enfrained Air °� <br /> Admiz, Amount: Brand: Admix, Amount: Brand: <br /> pea gravel netwral bldg. <br /> Coarse agg. size: Type: Fine Agg. $ize: <br /> $pacim�n SWclm�n L�1 p R�pltMr DeM _^:b Tolal Area Unil Lood R�port <br /> Ne. TyW Dey� Nvmb�r R�c'd, lr�lnd Load PSI No. <br /> G 13 A � 7 H996y 6/16 6j2z 41,00o z8.27 1450 49 <br /> G 19 a 45 -?,8�- H9968 6/16 �-7f�9._ z8.2? <br /> G 13 � 28 x9969 6/16 ��� ;50�5pp 28.27 1�90 73 <br /> D <br /> NOTF LOW TEST <br /> E <br /> F <br /> Remerks: <br /> t <br /> � ' � . �. . �� , <br /> Form No. 1 2.69 FRANK W. CARLSON <br /> � <br />