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�.�•`; . • .... CiA..rrceton Iw�pseNw� S Rdstd Te�n <br /> Carlson Construction Consultants, Inc. <br /> P.o. eox xe�ea — uK� cin s*�na+ <br /> BEATTLE, WAeHINOTON MI=! <br /> � PHon[ f2061 3e4-Yo00 <br /> REPORT Of C�TEST SPECIMENS 3�1999 <br /> Date Nblded: <br /> s✓�� �y Job. No. r[mmr No._ <br /> ya8�uazte Constiructioa Oo�pamr <br /> Cliant: <br /> Jim Dougla� CoModniva <br /> Projecr: <br /> j425 Oo1bY St.� $veraLt <br /> Addreas: D16ttTd MLso�s'Y <br /> ����� �p/t• �• Sub-Contractor. — <br /> Contractor. G. M. SenQbar6 <br /> Concret� SupPiier: <br /> �b �x Cast by: <br /> py�� C�OuQy Tem hi � Temp. low: <br /> Weather: p. gh: <br /> Firet four foot lift of HN1ll rall at teeesent levd, <br /> Locotion of Concrete Placement: <br /> soutih hslf of tuilding. <br /> 1800 28 t+orkable <br /> Sirenpth Requirement: P51 @ days Siump: <br /> I Entroined Air °'� <br /> Cemenf Type: No. of sacks: <br /> � 11�/sk Omocrom <br /> Brand: Admix, Amount: _Brand: <br /> Admix, Amount: p���. <br /> II6t1R81 <br /> T e: Fine Agg. Size: <br /> Coarse agg. size: yP <br /> Area Unit Lood R�po•� <br /> Sp�cim�n Sp�ciman Tasl Q R�pi��ar Daee Da�a Toml P51 No. <br /> No. Typ� Doy� Nombv Rec'd. Tes�ed Load <br /> M 3 A 2x4 7 t�582 5/4 5/�0 2�400 3.14 760 18 <br /> M 3 B 28 Ha583 5/�+ 5/31 3.600 3.1+� u5� 26 <br /> M � C 46 �� 5��, � 3.14 <br /> D <br /> E <br /> F <br /> Remarks: <br /> cc� Gverett Dld�. Dept. � � <br /> sn 6 � p�.4�N�j <br /> ` FRANK W. CARLSON <br /> Form No.1 7•69 <br />