Laserfiche WebLink
Carlson <br />struction Inspection 9 Related Teets <br />Construction Consultants, Inc. <br />REPORT OF CONCRETE TEST SPECIMENS <br />8-23'- , 19 83 <br />Date Molded: <br />Da 1n0e <br />Client: <br />AfEPu - Coll Soc ^nr' <br />Project: <br />P.O. BOX 28782 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 98125 <br />PHONE 12061 364.9500 <br />iL.--Z c;:. •- L 42820 <br />Job. No. _— PERMIT NO. <br />Address: loth St. S.N. .l 11ardueon !sand <br />werattg NA (dnohomirdh County) <br />Contractor: ItLi Conatraotion Sub -Contractor: <br />Architect: <br />Awereon .b 11aotinw Engineer: dndoreon F tlnutint<a <br />Concrete Supplier: <br />Adeooiated darld & Gravel Cast by: Q. yrotim <br />OVoroaot Temp. high: 73 bl <br />.Temp. low: <br />Weather: <br />Location of Concrete Placement: <br />Control buildirld fcOtin;;u and fOuadatioll atom wnllog ones <br />monolitUoally- <br />3000 PSI @ 28 days Slump: 4,11 <br />Strength Requirement: <br />1 5a Entrained Air _ °s <br />Cement Type: No, of sacks: <br />Admix, Amount: <br />Brand: Admix, Amount: Brand: <br />7/3 T e:_-_ Vatural_ __ Fine Agg. Size: D1u7dim Gaud <br />Coarse agg. size:------- --Type,--- <br />Specimen <br />Type <br />6x12 <br />Test Is <br />Days <br />7 <br />Register <br />Number <br />It 7507 <br />Dab <br />R.c'd. <br />d-24 <br />TDole <br />t1-30 <br />Total <br />Load <br />72y(M <br />Aree <br />28.27 <br />Unit Load Report <br />PSI No. <br />25.50 2 <br />Specimen <br />No. <br />2 A <br />2 <br />B <br />28 <br />28 <br />L 7508 <br />L 7509 <br />$-24 <br />8-24 <br />y-20 <br />y-20 <br />28.27 <br />28.27 <br />2 C <br />2 <br />2 <br />D <br />E <br />PI.= <br />CJHi: <br />7 <br />28 <br />L 7510 <br />L 7511 <br />5-24 <br />B-24 <br />3-31) <br />9-20 <br />68to00 <br />28.27 <br />23.27 <br />2410 2 <br />2 <br />F <br />28 <br />L 7512 <br />8-24 <br />9-20 <br />28.27 <br />Remarks: <br />9 onbio yarda pinood. <br />cot <br />MPS <br />- <br />rL'n <br />Form No: 1 2.80 <br />.0,_ 1 V- <br />FRANK W. CARLSON <br />