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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-1-3 . . / {)fEl II!'IllllfU"'''"1111l1lil! Geotechnical & Constn..dion Services Compressive Strength of Masonry Prisms ASTM C 1314 CLIENT Ms. Kristin Karle PROJECT The Royal Buildin9 DATE 01-03-07 St. Vincent de Paul 501 Main Street PROJECT NO. 2067145 P.O. Box 24608 Springfield, Ore90n REPORT NO. 4911 Eugene,Ore90n 97402 BP NO. COM 2006-00624 DATE CONSTRUCTED DATE GROUTED SOLID XX DESIGN (F'M) SPECIMEN STORAGE LOCATION 12-05-06 12-06-06 HOLLOW 2500 ASTM C1314 8" CMU wall along line G (4'0" to 8'8"). FEI REP. E. Marjama DATE RECEIVED PRISM 1.0. TIME WEATH!'RlTEMP. 12-07-06 8" x 8" x 16- smooth face 9:55 AM Clear/41' MORTAR: PSI/TYPE SAND CEMENT LIME OTHER TEMP. SOURCE/I.D. 1800/S GROUT: PSI 3000 psi AGG. SIZE 3/8" CEMENT 7 1/2 sack ADDITIVE SLUMP t9" TEMP. 54' SOURCE/I.D. MB1/712-G TICKET NO. 2554865 Spec Mix (bagged) 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) 12-13-06 7 16.000 8.500 7.625 64.81 142000 2190 01-03-07 28 . 16.000 8.500 7.625 64.81 181880 2810 01-03-07 28 16.000 8.500 7.625 64.81 185410 2860 2835 REMARKS: Cory (Haps Masonry) was advised of on-site test results. Reviewed By ~.. ;1;.1- ,1Jwt______ Michael L. ~ey' Technical Manager c: Meili Construction - Curt Meili (email) Meili Construction - Curt Dawson (email) Bergsund Delaney - (email) Hohbach-Lewin - Vikki Bourcier- (email) City of Springfield MLM:jm This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such. information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 750 rwv Carel Avenue . CorvaWIS, Oregon 97330 . phone (541) 757-4698, fax (541) 757-2991 29540 BAirpat Road. Eugene, Oregon 97402 . phone (541 ) 684-3849, fax (541 )684-3851