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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-8-19 Standard Test Method for Compressive Strength of Masonry Prisms (ASTM C1314-02) Field and Laboratory Test Sheet .----,---- j fI~~il b!/iJrl1lalion Nib,&>' <8;JlJI1! rl'~_ lD ./ / () l!J ."Z.,,,,, - '.. () J IIll . II !:ng,n""ring. e.,.."mng . Tee"n' '-"_."...._,.,,,.~..~,~ _..~. .~ . SPRINGFIELD OFFICE 1040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB #'176269 I<en Lafayeile Advanced Mecl1anicallnc PO Box 397 Brownville, Ol~ 97327 722-80193-8 Yolanda Eiementary School 3250 Yolanda Street Springfield, Oregon ./'-------- -~ s.p,: ~ COM2008-00093 P.O. No.: Specimens Cast By: Curt Halstead Other: Client: Project No.: Proj. Name: Location: AdeJress: Placement Data:. Placement Data. "Material: _Slump Cone 1.0. No.: Air Temperature I.D. No.: Material Temp. i.b: No.: , TYPE (eMU/Brick) Standard 8x8x16 block 8" emu walls lup out of new boiler room Locations SaJllpled At: Top out Dale Cast: 7/22/08 Date Rec'd: Weather: Results Reported To: Contractor TICKET NUMBER 3221612 SAND Supplier: KniFe River AGGR. SIZE 3/8" CEMENT Clear MAX, SLUMP 10" GROUT PROPORTIONS' MORTAR CEMEtlT PROPORTIOtl~ . Compressive Machine 10 E009 Design Strength (F'M): required LIME Fil?ld Test Data I I I -- IspeCimen Size: ITime Casl: 10:40, Curing Conditions: IHist~ry: Initial Temp. 700 Maximum Temp. 48 hours: . Minimum Temp. 48 hours: ADMIXTURE 8x6x16 MIX I.D, NUMBER 247HG3ROO MIX I.D, NUMBER ADMIXTURE HPITP DlmensiollS eMU Net Cross Max. Load Fraclure T e Upper ~earing Lower Bearing Prism No. Test Date Age (duysj (inches) Sect. Area Compo Correcllon Corrected psi YP Plate Thickness Plate Thickness Ratio (WxLxH) Grouted? (s.L) Ilbs,) Strength (psi) factor Average 11-7) Req. Req. Comllfessive 08- I 773 I 08/19/08 28 I 2,06 17.64.><8.76}\15,80 Yes. 66,92 227,140 3,390 Strength (F'M 2 1,0 3390 1,5 N/A I j7.67X8.-75X15.7sl - I 207,71() I 08.t77'1 08/1 9/08 28 2,05 Yes 67,11 3,100 1,0 3100 1 1,5 N/A I r 17.68xB.77x15.761 I 224,74() I - 08-1775 118/19/08 28 2.05 Yes 67,35 3,340 1,0 3340 . 3,280 j 2 1,5 N/A 1) Conical Bru<Jk 2) Cone & Shear .3) Cone & Split '4) Tension Break C: i-\dvance Mechanical -, i<en@advanc8mechanicalinc.com Springfield School Dislrict - gjames@sps.lane,edu Snlarc EnQineerinn - jacky@solar-ae.net 5) Semi-Conical Srk City of Springfield '~~r. Prism T;T No, A II B ill Prism No. B (Side' UBI] Prism No, AEJBDJ A (From) A 6) Shear Break 7) Face Shell Separation RespeClfUIlY~I~~~:ted' ,profess/Dna/ (eiJf'ies, II Seven E, Wilder Laboratory Supervisor