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• ` r4 <br /> ^. � . ��J <br /> ,�.!; <br /> . � ��w�� �„�,' �OAJlfYf�. M11 l��sw�w�� S RlI�R� Tt71/ <br />� � Carlson . Construction Consultants, In�c. ; <br />' � RO. sOX 20752 — LAKE CITY STATION <br /> , �r� 6F.AT7LE, WAfHIN6TON Yl126 <br /> REPORT OP�E TEST SPECIMENS �oNc c2oe� as4-aeoo <br /> Oat� Mold�d: 7�6✓� , 19 �ob. N,. �'1959 pEM11T NQ <br /> Cli.nr: �4�11� �0°�t�O�SOa OO��T _ <br /> P�oj�ch 'T�.1 DOI�r QOO80�111� <br /> Addrest: �S �1� 8t� mll�!!� Ma. <br /> Confrcctor: <br /> L�u�'� ��L• �• Sub•Contraator: M`M� ��� � <br /> ConcrN� $upplier: �b � Ca�t-by: G. F. If1Lon � <br /> W�o*K: ��� . .' Temp. hiqh: B0 Temp. low: 6s I <br /> S�aond lift Of fovrth floas' 8NU wa1L oII north halt o! b�ildlns� I <br /> Loeafion of Concrote Placemant: — <br /> DOlkll �Od ll�i-., M��f• <br /> Stranpth Requirement: �� _PSI @ � days Slump: ����� <br /> Cement Type: T� � �� No. oF sacks: Entroined Air % I',I <br /> Admix, AmouM: Brond: Admiz, Amaunt: Brand: __— �. <br /> Coarse apy. size: Type: Fine Agg. $ize: _ '-- <br /> $p�<imm Sp�cim�n Tut(1 R�pi��ar Dale Dals Total Area Unil Load R�pwt <br /> No. Typ� Doy� Nvmb�r F.�c'd. Tes��d Load P51 No. <br /> � <br /> n 23 n 2x4 7 I 2057 ?/1? �/23 8,90o g.i4 �3� 89 il <br /> M 2j B 28 I zo3g 7/17 8/13 3•14 I <br /> M 23 c z8 I 205; 7/17 8/13 __ 3•14 ; <br /> D � <br /> --� -- i <br /> E -- — � <br /> F <br /> Remarks: — ' — <br /> • CO! �K�`t �dg. �1O�It. <br /> en 6 <br /> c� , �ae�Cr�_s <br /> Farm No.1 2-69 FRANK W. CARLSON <br />