HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-13 (3)
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1";lIII1UII.m.IIIII.la~ Geotechnical & Construction Services
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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 Roy,iSuilding \
501 Main-Street - .-'
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
BPNO.
COM 2006-00624
DATE CONSTRUCTED
DATE GROUTED
SOLID XX
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
12-05-06
12-06-06
HOKOW____ .,
',. 2500. /
ASTM C1314
8" CMU wall along line G (4'0" to 8'8").
DATE RECEIVED
PRISM 1.0.
TIME
WEATHERlTEMP.
FEI REP.
E. Ma~ama
MORTAR: PSIITYPE
SAND
CEMENT
LIME
OTHER
TEMP.
SOURCE/I.D.
1800/S
GROUT: PSI
AGG. SIZE
CEMENT
ADDITIVE
SLUMP
TEMP.
SOU~CE/I.D.
TICKET NO.
Spec Mix (bagged)
12-13-06
2067-145
~-)
12-07-06
8" x 8" x 16" smooth face
9:55 AM
Clear/41'
3000 psi
3/8"
7 1/2 sack
't 9"
54"
MB1/712-G
2554865
SPECIMEN SPECIMEN SPECIMEN NET CROSS- COM PRESSIVE 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
J
01-03-07 28 '-.........-- - - /
01-03-07 28
REMARKS: Cory (Haps Masonry) was advised of on-site test results.
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Reviewed By
(h. ~~----
Michael L. ~eyV'
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 lest 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 and/or any part
thereof be disclosed without FEI Testing & Inspection. Inc.'s written authorization.
750 tw COIreII AVEflue' ConiaIIis, 0regJn 97330' phcne(541) 757-4698, fax(541) 757-2991
29540 BAirpat Road, Eugene, 0regJn 97402, phcne(541)684-3849' fax (541 )684.J851