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,struction Inspection B Related 'fats <br />Carlson Construction Consultants, Inc. <br />P.O. BOX 20752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 90120 <br />6fiOVt' PNON! 12081 304-8600 <br />REPORT OFxfcpNla al! TESI SPECIMENS <br />Date Molded: <br />(i 30_ , 198.9 Job. No. 3 r EIj 1' 1 PERMIT NO. 421�%'D _ <br />Client: <br />Project: AI 4 com. NJu <br />Address: 80th St 9 N & USS110eon ROZ Fvor • %. NJ'- -La` �- <br />Contractor: DS9 n6^ Sub -Contractor: <br />A <br />Awwr00A ds liD:etiTtgo AdDTCOA dC &ietinjjo <br />Architect: Engineer. <br />Connote Supplier: <br />sjgb Isixod —Cast by: <br />Weather: __ <br />OyeroaBt Temp. high: G3 Temp. low: 55 <br />Groat G><wttting of the uocond V lift of aoVaol builditlg M111 Hall® <br />Location okffBtmift Placement: <br />Strength Requirement: <br />2=) PSI @ 28 days Slump: F1tAidliM <br />Cement Type <br />I No. of sacks: Jo*', g i T Entrained Air <br />Admix, Amount: <br />Brand: Admix, Amount: Brand: <br />cLand <br />Coarse agg. size:�8 a - Type: k&-%vTi1 _—Fine Agg. Sizetpa%Ain+ <br />Specimen <br />No. <br />G2 A <br />G2 B <br />Remarks: <br />Specimen I Teat P I Resister <br />Type Dare Number <br />4z#6 <br />oos AJV5 <br />- o or, Duu•�y F. 8 r <br />rfu b <br />Fair, No. 1 7•e0 <br />Dab Data Tabl I A,ee Unit Load Report <br />Ras ... T. .a Lead PSI No. <br />T <br />)G rtt(eilij 2050 1 6 <br />FRANK W. CARLSON <br />