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r ;� ... � <br />! •� • � ' --- <br /> . � ' <br /> i �.y�;.,�.', .� . �-�wat�yaaiw� IwMeet(w� I Rebtel Tnn -�i, <br /> . i , <br /> Carlson Construction Consultants, Inc. �'', <br /> . � RO. WX 207Dt — LAK[ CIT/ fTATON � <br /> fEATTL[. WASMINOTON MItO ' <br /> r119N� ���) ��0� <br /> REPORT OF CONCRETE TEST SPECIMENS � <br /> 9/1S/79 �- 959 '� <br /> Dat� Mold�d: . 19-- Jo6. No. 1 PEIOMT NO. �� <br /> �ee�llette Ooall�nallee Oo�puq ;, <br /> CI i.nr. ti <br /> Project: Jl� Ibt;lY COrd0�1n1u� ` <br /> Address: •...•.. ... �`S �1L� 9l.r lY�l�l4� Ma. <br /> LH�llatt� COtil. Os. . ontractor: — � <br /> Contractor: Sub C � <br /> RoN Saa�d � raawl � �° <br /> ConcrN� SupPli�r: — Co�t by: � <br /> �� � �t � T�m low: � <br /> W�a*«: Temp. hiyh: P• <br /> gtruot�aal f�oppins on �outh h�l!' of roet� ee� Lod1nS in <br /> Locotion of Concreta Plaeemsnt: <br /> �outl� atalr�wll, one half floor b�lox �of l�wl. <br /> � 6� <br /> Strenpth Requir�ment: ��� P51 @ � days Slump: <br /> I 6 Entroined Air °6 <br /> Cemenf Type: _ No. of sacks: <br /> Admix, Amount: Brond: Admix, Amount: B�a^d� <br /> 7�a �t�� Fine Agg. Sixe: ��� <br /> Coarse oqq. size: TYPe� <br /> T�a1(i R�piaUr Dats Dals Tobl A�eO Uni1 Load Repml <br /> Sp�cim�n $peeimen T�sud Load P51 No. <br /> No. Typ� Dey Numb�r R�e'd. <br /> 22 p 6�c12 7 I 2120 9�20 7�25 80.000 28.27 28� � <br /> � g 2B I 2121 �/20 8/15 28.27 <br /> � � 28 I 2122 7�20 8/ls 28.29 <br /> D — <br /> E � <br /> F <br /> 49 1�2 cuDic yards plsced. Concrate pwped ty Pec Puap. <br /> Remarks: ._ <br /> g, � � 9 <br /> II � � n _ ^_, _ <br /> �� Q�� <br /> Form No. 1 7•69 FRANK W. CARL$�N <br />