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. � <br /> .; <br /> �`_�.� ��- 't,w�,qreeM� G.peeeM« . ,W.a. Tiru <br /> � Carlson Construction- Consultants, Inc. <br /> — �.o. sox sasez - uKE cirr �r�na+ <br /> •tATTL[, WASMINGTON M1=6 <br /> �t �oM[ f2o61 3l'�OSO� <br /> REPORT OF� TEST SPECIMENS <br /> ���'A , 19 �ob. Na. 3C-19S9 p(IaMT NO. <br /> Daf•Mold�d: <br /> Clieor: �1�'� Oostroatien ao�� <br /> Ju Dousl�s Ooadoalnitn <br /> Projecf: <br /> Addres�: �5 �1Lry SL.� �tt� Ya. <br /> Conhocfor: ����e ��e� �� �b-ConTractor: <br /> Ro�s S�f►d t Gra�el J. YaaMallsndasl <br /> lier: Cast by: <br /> ConcrNe Supp � <br /> OwlCYL � Temp. low: � <br /> Weothn: Temp. niyh: <br /> �rnsra to ro,u+i► rioor� ..�ona urt, nortb half. <br /> Location oF Concrefe Placement: <br /> 200 28 f].uld <br /> Strength Requirement: <br /> P51 @ days Slump: <br /> I Entrained Air % <br /> Cement Type: <br /> No. of sacks: <br /> Admix, Amount: Brand: <br /> Admix, Amount: Brand: <br /> psa �'avel ���� Fine Agg. Size: �g� <br /> Coarse ayg. sixe: Type: <br /> Total Unii Load Report <br /> SPaNmen SP�cim�n Tas1 Q R�pialer poro Date Areo P51 No. <br />� No. Typ� Deys N�m6�r Rec'd. Testad Lood <br />' � ]� A 4x4� 7 I 1504 7�2 7�6 6,000 6 eq.in 1620 bb <br /> G 18 8 29 I 15�5 7/2 7/2? ,� <br />! c 18 � 28 I 1506 7/2 7/29 � <br /> D <br /> E <br /> F � <br /> Remarks: — <br /> � <br /> . • � <br /> . t / �` QJ.xAV"�� <br /> FRANK N'. CARLSON <br /> Form No.1 bb9 <br />