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• - <br />- <br />straction Inspection B Related Tests <br />Carlson <br />Construction <br />Consultants, Inc. <br />P.O. BOX 29752 — LAKE CITY STATION <br />- <br />SEATTLE, WASHINGTON 9ai26 <br />- <br />PNONe (2061 364-5600 <br />REPORT OF CONCRETE TEST SPECIMENS <br />8-25- 83 <br />19 <br />Job. No. 30-285..- 2 PERMIT NO. d12657. <br />Date Molded: <br />Client: <br />1)K5 Inc, <br />OpS - 31a Call "I3D" <br />Project: <br />196th pl. & Filbort Road F n e❑od WA (snottami h Qgv 2tv) — <br />Address: _ <br />ConBtivoti.0a <br />Sub -Contractor: <br />Contractor:DSC3 <br />"t•ca <br />1ndarmn & Haen <br />& HBatinBa <br />Engineer: <br />Architect: -- <br />'lildaMiW] <br />ABaoai�Gtcd SandL 83 Ora+ol <br />Cast by: H• CarlBort <br />Concrete Supplier: <br />i'aztly olattdy <br />Temp . low: y3 <br />Temp. high: 7— 2 p <br />Weather: <br />Call Dui.ldi.Ttg Yootinga and utain U'al•10. <br />Location of Concrete <br />Placement: <br />3000 <br />PSI @ <br />23 days <br />Slump: 3" <br />Strength Requirement: <br />T <br />No. <br />of sacks: <br />:! -- <br />Entrained Air <br />Cement Type: <br />Brand <br />Admix, <br />Amount. <br />Brand: �-- <br />Admix, Amount: <br />8 <br />— <br />Na$ltrR� <br />____Fine <br />Agg. Size: esp-.idin"yVil <br />Coarse agg. size: <br />— 7- <br />--Type:- <br />Sp <br />Spe.n <br />T.et f <br />Regist., <br />Numbta <br />Date DaTnbd <br />Reed. <br />ToaAa Unit Lo.d R.pwt <br />Lod PSI No. <br />N.. <br />Typ. <br />D.ys <br />7 <br />L 7484 <br />6-26 <br />;0-1 <br />879OW 28.27 3280 2 <br />2 A <br />W-2 <br />28 <br />L 7485 <br />8-26 <br />942 <br />28.27 <br />2 B <br />28 <br />L 7486 <br />8-26 <br />9-22 <br />28.27 <br />ac <br />T <br />L 7487 <br />8-26 <br />9-1 <br />VIOW 23.27 2760 2 <br />2 D <br />11ILLO <br />CUHd <br />28 <br />L 7A88 <br />8-26 <br />9-22 <br />28.2 <br />2 E <br />L 8 <br />8-26 <br />22 <br />28.2L <br />o F <br />28 <br />9 onbiO jRrdu plaoode <br />Remarks: �— <br />aoc AMPS <br />FRANK W. CARLSON <br />Farm No: 1 2-00 <br />