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struction Inspection B Related Testa <br />Carlson Construction Consultants, Inc. <br />LAKE CITY STATION <br />P.O. BOX 25752 — <br />SEATTLE, WASHINGTON 98125 <br />PHONE 12051 364.9500 <br />REPORT OF CONCREI E TEST SPECIMENS �320 <br />Date Molded: <br />8-26- lye_ Job. No. N '�Vro- PERMIT <br />Client: Dice' ne ._ <br />Project: <br />AtAp' rot T �., NttN <br />.. ,.---._....� <br />Address: - - -- _ <br />Sub -Contractor: <br />Contractor: ^' Engineer: - <br />nwt ruers�aotlt>gg— <br />Architect: v r .•toots -- <br />Concrete Supplier: AO9DOf 89 T�at•_1 Coat by: -- <br />Weather: <br />Clear Temp. high: 75 —Temp. low: 50 <br />Location of Concrete Placement: Coll bailddnr.• Blatt OD t,'x'Rt — <br />PSI @ <br />28 days <br />Slump: 3}M <br />Strength Requirement: <br />No. of sacks: <br />5-:----�— <br />Entrained Air <br />Cement Type: I <br />_ <br />Admix, Amount: <br />Brand: ---�— <br />Admix, Amount:---- Brand: <br />Admix, <br />Fine Agg. Size^ <br />Coarse agg. size:-------TYPe--�bti13r51-- <br />Spocim.n T.,I0 <br />Ro loler <br />Y <br />D.I. <br />Roc'd. <br />Dab <br />Tnbd <br />Total Unit Loed R.p.rt <br />Aoo PSI N.. <br />Lead <br />Sp.elmon <br />No. YM Dort <br />Numbs, <br />L 13 <br />8-22 <br />-2 <br />0 7.8.2 <br />3 A 6tc12 7 <br />B 28 <br />L 1 <br />8-2 <br />2 <br />28.2 <br />C <br />D 7 <br />FIN, IMP 8�2 h.2 28.2 <br />E OUiff', 28 L 1 <br />n <br />_3 F <br />9 oubio yaW40 placed. <br />Remarks: <br />not L.7ik :i ..««nif•¢7,,', <br />rfe T <br />FRANK W. CAR 550N <br />j ro,m No: 1 2.00 <br />