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r� �; G�,.rtrreNo� c�.p�eN.� s wWs/ TsK, <br /> C '� . <br /> Carlson Construction Consultants, Inc. <br /> P.O. BOX 23732 — LAKE CITY 3TATION <br /> 9EATTLE, WASHIN6TON Ye123 <br /> �OYt PHONe f206) 364-9sOO <br /> REPORT OF� TEST SPECIMENS <br /> 6/1�/79 3c-1959 <br /> Date Molded: , 19 Job. No. re�air No. <br /> LaBellnrte Construction Co�par�y <br /> Clienr: <br /> Jis Dougla� Condo�lniuo <br /> Projact: <br /> 3425 Co1Ly St.� Everett, Ma. <br /> Address: _ <br /> j,n8e11aTte COn�t. CO. $„b-Conrractor: <br /> Contractor: <br /> G,F. KlUon <br /> Concrete Supp�ier. <br /> Cast by: <br /> peTLly Cloud�r 62 Temp. low: 42 <br /> Waothar: Temp. hiqh: <br /> Firet lifC oF eecond eicory, north sad of buildina. <br /> Location of Concrete PlacemmT: <br /> fluid <br /> $trmgth Requiremenf: <br /> 2000 PSI @ 28 daya Slump: <br /> I <br /> Entrained Air °'� <br /> Cement Type: <br /> No. oF sacks: <br /> Admix, Ameunt: <br /> Brand:— Admix, Amount: Brand: <br /> p98 �3Ve�. antural FineAgg. Size:�dg� <br /> Coarse agg. size: Type: <br /> Toml A��a Unit Load ReDorl <br /> Spacimen Sp�cimon T��1(i Raplsler Date Dale P51 No. <br /> No. TYP� DaY� Num6ar Rec'd. Tes��d Load <br /> Gll /+ 6x12 7 1{ 2 <br /> 6/14 6/zo 9+�500 28.z� 1930 45 <br /> cil a 28 x9893 6/14 7/11 28.z? <br /> cll c 28 x9894 G/14 7/il 28.2� — <br /> D <br /> E <br /> F <br /> Remarks: <br /> ���'� ��-'�'�"��rt3 <br /> FRANK W. CARLSON <br /> Form No.1 2-69 <br />