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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-2-23 r; . . {)fEI 11.1I1mUII,mllllllllal G.ov;~ , ,;cal & Construction Services / Compressive Strength of Masonry Prisms ASTM C 1314 CLIENT Ms, Kristin Karle St. Vincent de Paul P,O, Box 24608 Eugene, Oregon 97402 PROJECT The Royal Building 501 Main Street Springfield, Oregon DATE PROJECT NO. REPORT NO. BP NO. COM 2006-00624 DATE CONSTRUCTED DATE GROUTED SOLID XX DESIGN (F'M) SPECIMEN STORAGE LOCATION 02-15-07 02-16-07 HOLLOW 2500 ASTM C1314 8" CMU walis - on line A, from 3 to 6; on 6, from A to G (11'4" to 14'0"), E, Marjama DATE RECEIVED PRISM I.D. TIME WEATHERITEMP, FEI REP, MORTAR: PSI/TYPE SAND CEMENT LIME OTHER TEMP. SOURCE/I.D, 18001T ype S GROUT: PSI AGG, SIZE CEMENT ADDITIVE SLUMP TEMP. SOURCE/I,D. TICKET NO. Spec Mix (bagged) 02-23-07 2067145 5014 ~ ~~ 02-17-07 8' x 8" x 16" Split Face 1:20 PM OvercasU560 3000 3/8" 11/2 sack 9+" 68" MB1/112-G 2776927 SPECIMEN SPECIMEN SPECIM EN NET CROSS- COMPRESSIVE AVERAGE TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH DATE (DAYS) (IN,) (IN,) (IN,) AREA (IN.') LOAD (LBS) (PSI) (PSI) 02-23-07 7 16,00 8,500 7,625 64,81 173580 2680 03-16-07 28 03-16-07 28 REMARKS: Cory Reliing (Haps Masonry) was advised of on-site test results, Reviewed By 1L::~ Technical Manager c: Meili Construction - Curt Meili (emall) Meili Construction - Curt Dawson (email) Bergsund Delaney - (email) Hohbach-lewin - Vikki Bourcier - (email) V'City of Springfield MlM:jw This report and/or enclosed tesl data is the confidential property of the client to whom it is addressed and pertains to the specific process and/Of material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 7fJJ NoN Cane! Avenue' CavalTIS, Oregon 97330, phcre(541) 757-4698, fax (541) 757-2991 29540 B Airpcrt Road ' Eugene, Oregon 97402 ' phcre (541) 684-3849' fax (541) 684-3851