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__ .;.�._ <br /> ,. i', . <br /> - •�� ' `. .�v. <br /> �'� `'e«unvetroe te.peetteR s Rslau/ rew, <br /> Carlson Construction Consultants, Inc. <br /> �.o. aox ss�ex - uK� cro sr�non <br /> . Nprt� �[ATRS, WA6HINOTON MSQO <br /> REPORT OF �� TEST SPECIMENS ►woN■ tZosl asa-aeoo <br /> 6 1� ^9 3c-1959 <br /> Data Molded: , 19 Job. No. �erair No._ <br /> LnPellarte Coa�truction Conpany <br /> Clisnt: <br /> Jin Louglee CoModnius <br /> Projaer: <br /> 3425 ColTp* 3t.r Everett� Y![. <br /> Addres�: <br /> LAB01182`E! COE�t. CO. <br /> Contractor: _ Sub•Conhactor: <br /> ��b � Cast b G. F, lillson <br /> Concrefe Supplier: Y� <br /> pertly olouc�y 62 42 <br /> Weolher: Temp. hiqh: T�mp. low: <br /> First lift of' eecond atory wall at north end of Lullding. <br /> Lo:ation of Concrete Placem�nt: __ <br /> StrengtF Requirement: �oo PSI @ � days Slump: �Tka�e <br /> Type 5 Mortar � <br /> Cement Type: No. of satks: Entrained Air <br /> Admix, Amount:_ Brand: Admix, Amount: . Brand: <br /> Coarse apg. size: Type: Fi�e Agg. Size:— <br /> Sp�cim�n $p�elmen Tuf Q R�pi�tar pote Da�a Toml A��o Unit Load Ravorr I <br /> No. �Typ� Day� Nemb�r Rr<'d. Tes��d Load P51 No. <br /> r, ia A zx+a 7 x9e9s 6/i4 6/20 1.650 3.14 S3a �+ <br /> M il g 44 --2i�— x4899 6/x4 'F�}� 3.14 <br /> M il � 28 x99(�0 6/14 �/il 3,Zsp 3.14 1040 �1 <br /> n <br /> E 110TE N TEST <br /> F <br /> Remorks: <br /> cct E�rerett Bl�a Dent. ._. <br /> en <br /> � _ �. ��s3�.? <br /> Form No. 1 2•69 FRANK W. CARLSON <br />