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.struetion Inspection 9 Related Tests <br />Carlson Construction Consultants, Inc. <br />NOMILR <br />REPORT OF9a$1Q= TEST SPECIMENS <br />Date Molded: 8-30-- , 19 83 <br />Client: <br />P.O. SO% 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 03125 <br />PHoNc 120e1 364.9500 <br />Job. No. <br />30-2850-1 PERMIT NO. ¢1�120 <br />Project: X-Vis ^ Coll Sea `•nn <br />Address: Both ate S.W. A 11nrde00n Hoed 19wmlit, WA (Snohomioh Countv) <br />Contractor: <br />D303 Ingo Sub -Contractor: 1111rrT03'00n IdaGOn3"� — <br />Architect: Ayldnrean A hAXUn& Engineen - nrxl9rron i fautiap Cost b — <br />0. ]trot a <br />Concrete Supplier;JOb ai7ted Y� <br />Weather: <br />oeorcalst Temp. high: 63 Temp. low: 55 <br />[art" Ianuy or the oaccud 4° lift or control Luildin;; C14U uall.o. <br />Location °e Placement: <br />Strength Requirement: <br />:se <br />PSI @ 28 days Slump: hrorLa*o10 <br />Cement Type`�rP'o <br />K$" mOrtar No. of socks: J011 Wiz Entrained Air <br />Admix, Amount: _ Brand : <br />Admix, Amount: Brand: <br />Fine Agg. Size:lgnncnry nsnn <br />Comae Ogg. size:_—_ --- TYPe:— -� <br />specimen <br />No. <br />Specimen <br />Type <br />Test f <br />Day <br />Re bbr <br />e <br />Numbs, <br />Dab <br />Roe'd. <br />Date <br />Tested <br />Total <br />Load <br />Aroa <br />Unit Load <br />PSI <br />R.po,t <br />No. <br />M2 aA <br />2M <br />7 <br />L 7582 <br />8-31 <br />r}-6 <br />49900 <br />3.14 <br />1560 <br />28 <br />28 <br />L 7583 <br />1, 7 <br />&37. <br />8-3-1 <br />5-27 <br />' -27 <br />3.1 <br />1@14 <br />G12 B <br />1,12 C <br />D <br />E <br />F <br />Remarks: <br />cot Alta 1I ` <br />torn, No 1 2-00 <br />FRANK W. CARLSON <br />