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GROIi i <br />REPORT OF JMJiRE TEST SPECIMENS <br />Date Molded: <br />8-31- 19 83 <br />Client: DIC3 Ino. <br />.struction Inspection B Related Tests <br />Carlson Construction Consultan <br />P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 90125 <br />PHONE (205) 364.9500 <br />Inc. <br />Job. No. PERMIT NO. <br />Project: ARFS — Coll 8ws red° <br />Address: Both at. 3.14. d Rasd000n Road Ever• ttp omk Lill Cn <br />Contractor: nas Ino Sub -Contractor: <br />Architect: <br />Anderuon & HA iA98 Engineer Nndor9cr+ G lluotinrra <br />Concrete Supplier: <br />Grout — Job miY Cost by: T. Itodsz s <br />Weather: <br />Fair Temp. high: 66 Temp. low: 65 <br />Grout Top bond beam at root 19am1. <br />Location of 6mnCRW1 Placement: <br />Strength Requirement: <br />2C�0 PSI a '=t _days Slump: Fluid oonaietangy <br />Cement Type: <br />No, of sacks: <br />Entrained Air <br />Admix, Amount: <br />Brand: Admix, Amount: Brand: <br />Type:-- -- —Fine Agg. Size: <br />Coarse Ogg. size:---- -- yp <br />Sp.elm.n <br />TYp. <br />Tol 11 <br />Day. <br />7 <br />28 <br />28 <br />Rplaar <br />Namb.r <br />L. 7573 <br />L 7574 <br />1, 7575 <br />Der. <br />R.e'd. <br />9.1 <br />9-1 <br />3-1 <br />Dot. <br />Turd <br />9••7 <br />�--28 <br />9' 2G <br />Total <br />Load <br />53r000 <br />Ana <br />28.27 <br />28.27 <br />28.27 <br />Unit Load <br />PSI <br />1870 <br />R.port <br />No. <br />8 <br />Sp.<Im.n <br />No. <br />04 A <br />6z12 <br />04 B <br />04 C <br />D <br />E <br />F <br />Remarks: 1•-2-3 Mil. <br />oat A14K) <br />;uoltomiah 00 <br />its 6 <br />term Nw 1 2•80 <br />FRANK W. CARLSON <br />