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MATERIAL TEST REPORT <br />Test Report No: 16162 <br />A.A.R. TESTING LABORATORY, INC. <br />P.O. BOX 2523 Phone: (206) 881. 5812 <br />REDMOND, WA 98073 FAX: (206) 881- 5441 <br />CLIENT West Coast Steel <br />ATTN Earl Bumpass <br />ADDRESS 10127 91h Ave. W. <br />Everett, WA 98204 <br />DATA <br />Mix <br />File No <br />94-814 <br />..Project <br />08 W Glass <br />Address <br />Near 101h @ Marine View Dr <br />City <br />Everett <br />Engineer <br />N/A <br />Architect <br />N/A <br />Contractor <br />NA <br />Owner: <br />N/A <br />Permit No <br />PLACEMENT AREA <br />.,,.�tn (Pit walls <br />ktxzn <br />u"LPC eeAMREMARKS _.-- <br />D c Concrete was placed by chute and mechanically vibe <br />SLAB (found to comply with plans. <br />%LINO <br />OTHER^ �REFERENCEFIELDREPORTNO;i 12932 INSPECTOR: Jerome Heit REVIEWED <br />All steel <br />11-14-94 <br />^REPORTED BATCH DATA <br />DEMENT TYPE'. I -II <br />Mix <br />D aaol LEI 1599 1 3/4 <br />-'A DJ,Lssl 1299 <br />FASHI LBSI ----- . <br />__ AIR OZ/CWT' OZ_. <br />ENTRAIN I ovCwn <br />WATER ADDE6 <br />CONFORMANCE OF WORK <br />'AH Items Inspected Are., <br />CONFORMIi:GL] <br />NON CONFORMING <br />To Approved Plaits <br />TEST STRENGTH <br />CAST DATE: 11-14-94 1 FRACTURE TYPE lit other than cone)] <br />ID j TEST FIELD AGE SIZE I AREA � WEIGHT MAX LOAD STRENGTH <br />NO_ ` I DATE ' CURE (DAYS) I (SO IN � (LBS) f (LBS) (PSO { <br />L <br />SET <br />NO l <br />— -- <br />TESTED PER: <br />—' <br />ASTM C 39 <br />8661 11-21 '` <br />`(IN)_ <br />7 6x12 <br />128.271 87320 <br />3090 <br />tit <br />i A.ASHTO T22 <br />8662 12-12 <br />1 <br />28 <br />1 6x12 <br />1 28.27 <br />o— THER"M <br />'��� TESTED aY Scott Brown conrom ng[ <br />C MAILED r REVIEWED B'/: Non Contonnirg <br />opus To F. FOSTER _ <br />f Owner r Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED. AND .MAY BE <br />f Engineer I— Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, <br />NC <br />r Building Dept. f Other <br />