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Test Report No: 15893 <br />MATERIAL TEST REPORT <br />IA.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 9th Ave. W. <br />" Everett, WA 98204 <br />Mix <br />40A <br />DATA <br />Fi; : No <br />94-814 : Date:1 12.9-94 . <br />project.:._ ` <br />08 W Glass <br />Address <br />Near 10th @ Marine View Dr <br />City <br />Everett <br />Engineer <br />N/A <br />ArchHed <br />NIA <br />Cortractor <br />NIA <br />rOwner <br />N/A <br />Fermlt No <br />B46225 <br />TEMP (Deg F) j YEILDIUNIT I <br />` .� <br />i CONCRETE <br />GROUT❑ <br />` <br />�— <br />TIME <br />3:OOpm <br />TRUCK M <br />81 <br />1__ <br />TICKET NO <br />1 165770 <br />___ CONC AIR WEIGHT j <br />/. AIR SLUMP <br />1 41/2 <br />MORTOTHER <br />j <br />FLEX BEAMS <br />!PRISMS: I <br />GROUTEDLJJ <br />i DESIGN STRENGTHI _ 3000 _ PSi 28 C DAYS <br />SLUMP SPECIFICATIONJ 4 I TOT CUNDS PLACED114 1/2. <br />UNGROUTEDW <br />I AIR SPECIFICATION <br />REPORTED BATCH DATA <br />CEMENT TYPE'. <br />DESIGN �ACTUALII— <br />__I•I <br />MIXX No�- <br />40A <br />CEMLLBS <br />519 <br />IFAGGI <br />LBS <br />195 <br />C AGGI <br />LBSI <br />1790 <br />i SAND <br />LBS; <br />1304 <br />FASHI <br />LBS! <br />WrR' _ 205 _ <br />ADMIXTURES <br />PLACEMENT AREA ALR ozcwr: ----- <br />-.—_— �— . 5 oz <br />fOOT1NGS❑ <br />New addition at south side of existing bldg. Stressing cables (3) at ENTRAIN ozjcwT; <br />south wall (interior) at new addition, <br />Insp. reinf. at the above location and found it to comply with plan <br />Stressed 3 cables inside south wall. <br />INSPECTOR: Dick BfDridund REV�VJEDt' <br />TEST STRENGTH <br />UAs I UATE:l FRACTURE TYPE (If other' <br />ID TEST FIELD AGE SIZE AREA WEIGHT MAX LO <br />NO_ DATE I CURE (DAYS) �N) (SO IN) (LBS) (LBS) <br />965 12-16 7 6x12 1 28.27 11125 <br />WATERADOED; 5 <br />CONFORMANCE OF WORK <br />I' <br />All Items Inspected Are: <br />CONFORMINGLJ <br />NON CONFORMING <br />To Approved Plans <br />LENGTH' SET TESTED PER: <br />(PSI) I NO ASTM C 39LJ <br />1940 I 1 of 1 AASHTO T22❑ <br />CoplasTo MAILED _ REVIEWEDBY:I F. FOSTER <br />r Owner r Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED. AND MAY BE <br />r Engineer r Architect hECPRCDUCED IN FULL WITH WRITTEN APPROVAL OF A.AR TESTING LABORATORIES. <br />r Building Dept. r Other <br />