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uue:• _ .. 315.__-.�_'+.-'. <br /> I <br /> i, ' �� � '\.wMKlYtfiM �1II'tttiM / � Ts�b <br /> `! r <br /> Carlson Construction Consultants, Inc. <br /> ' P.O. 00% 1l762 — LAKE CITY �TATION <br /> � DEATTLE, WAiMIN6TON M1P8 <br /> . �Olt PNOHs 1�0l) !l4O000 <br /> REPORT OF�� TEST SPECIMENS <br /> �at� Mold�d: ��1��� . 19 �ob. No. �'1959 P[ItlMT NO. <br /> Cl�.nf: Le�ll�rf� Oaa�t=notion Co;aep <br /> Projatt: J� ��� ���� <br /> Address: �5 �Ol� 3!. �1�lt Y11� <br /> Contractor. � ���• �• �+b•Contractor: ' 1��� ��� — <br /> Ro�� 8�1d �od Grawl Cast b �- �' �L�°n <br /> ConcrN� Supplin: y° — I <br /> ��T Tem hi 80 Temp. low: 65 <br /> Weafh�r: P• �� <br /> Location of Concrate Plaeem�nr Th� �� of CMU /fa1L� fOYtLA SOOr 4A ='00! roririt,l� h�l�' of <br /> r <br /> ��6r wuth� wt end �u• Na1L• �Lo 1• Grlor @!U w1L. frnalh _ <br /> i f1o0r tr, ro0f� <br /> Stre�qth Requirement: '�� P51 � � days Slump: =1'11d <br /> Cement Type:_ I No. oF sacks:�— Entroined Air °�^ <br /> Admiz, Amount: � ��''/���Q6rand: p�aR j00N Admix, Amounf: 6rand: <br /> Coarse aqq. size: � Type: Fine Agq. $ize: <br /> � Sp�eimm Sp�ciman T�a�P R�pi�ter Dale DaH Toml Are� . Unir Lood Repa.� <br /> No. TyW Daya N�mb�r Ree'd. T��I�d Load PSI No. <br /> G 23 A 4�o4xA ;� I 2060 7 17 2 2Fi,000 6 in �' <br /> .^. 23 s 28 I2061 71 81' _ " - <br /> c 23 c ,28 2 2062 1 8 1 " <br /> D <br /> E <br /> F � <br /> Remarks: — <br /> Co�hldg. Dept. <br /> — -- w��-- <br /> sn S-- <br /> ��� �� II <br /> Form No.1 Z•69 FRANK W. CARLSON �I <br /> J <br />