HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-2-23
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11.1I1mUII,mllllllllal G.ov;~ , ,;cal & 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 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
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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
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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