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A.A.R. TESTING LASCRA <br />P.O. BOX 2523 <br />REDMOND, WA 98073 <br />CLIENT West Coast Steel <br />ATTN Earl Bumpass <br />ADDRESS 10127 9ih Ave. W. <br />Everett, WA 98204 <br />Test Report No: 15893 <br />MATERIAL TEST REPORT <br />4Y, INC. <br />Phone: (206) 861- 5812 <br />FAY (206) 881- 5441 <br />F- FIELD DATA <br />File No <br />94-814 � DateL2.9_44---. <br />Project <br />O 8 W Glass <br />Address <br />Near 1 Oth @ Marine View Or <br />City`.,. <br />Everett <br />Engbleer i <br />NIA <br />Architect <br />NIA <br />Contractor <br />NIA <br />Owner <br />N/A <br />Permit No <br />B46225 <br />MIA NUMtien:1 rUA <br />------ ----= — TEMP (Deg F) YEILDIUNIT <br />CONCRETE <br />�_. <br />TIME <br />W <br />TRUCK# TICKET NO I %AIR UM <br />T - <br />CONC AIR WEIGHT <br />TAR <br />3:00 m <br />81 1 165770 1 1 4 1/2 <br />1 <br />MORTAR <br />OTHER <br />y <br />l FLEX <br />PRISMS:BEAMS <br />I DESIGN STRENGTH! 3000 ' PSI 9 28 DAYS <br />GROU—TE—DO <br />_ <br />SLUMP SPECIFICATION 4 TOT CUNDS PLACED114 112 <br />_ UNOROUTEDQ <br />_' <br />I " AIR SPECIFICATION] - <br />COLUMNS <br />PLACEMENT AREA <br />;New addition at South side of existing bldg. Stressing cables (3) at <br />south wall (interior) at new addition. <br />reinf. at the above location and found it to comply with plan <br />sed 3 cables inside south wall. <br />REFERENCE FIELD <br />12743 <br />REPORTED BATCH <br />OEMENTTYPE' <br />—AIR—j ovcWT _5_OZ <br />ENTRAIN I 07JCWT <br />WATERADDED 5 <br />CONFORMANCEOF WORK <br />All Items Inspected Are: <br />CONFORMING <br />NON CONFORMING <br />To Approved Plans <br />INSPECTOR: <br />- <br />Dick Biorklund <br />— i j REVIEWED: <br />TEST STRENGTH <br />-- -- ---- <br />I <br />CAST DATE:i <br />FRACTURE TYPE (If other than cone); <br />to <br />NO <br />TEST <br />DATE <br />FIELD <br />CURE <br />AGE <br />(DAYS) <br />SIZE <br />(IN) <br />I AREA <br />(SQ IN) <br />IWEIGHTI <br />I (LBS) <br />MAXLOAD <br />I (LES) <br />STRENGTH <br />(Psq <br />SET <br />NO _: <br />1 O(1 <br />1 of 1^I <br />1 1 of 1 1 <br />TESTED PER: <br />ASTM C 39EY <br />A_y HTOTHO <br />OTHER'❑ <br />1 -SPECIFY; <br />f 8965 <br />12-16 <br />7 <br />6x12 <br />28.27 <br />�111250 3940 <br />18966 <br />1-6 <br />28 <br />6x12 <br />28.27 <br />151940 <br />' L_370 <br />1 8967 <br />1 1-6 <br />1 <br />28 <br />6x12 <br />1 28.27 <br />1 158860 <br />1 5620 <br />MAILED <br />11to <br />TESTED E <br />II TESTEDE <br />Copies To <br />_ <br />r Owner <br />r <br />Contractor <br />THIS REPORT AP PUONLY <br />r Engineer <br />r <br />Architect <br />REPRODUCED IN FULL WITH <br />r Building Dept. <br />r <br />Other <br />INC <br />Compressive o <br />Flexural <br />Scott Brown -- <br />--__ —[ Non <br />-WA&'FESTED OR REPORTED, AND MAY BE <br />APPROVAL OF AAR TESTING LABORATORIES. <br />