HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-3-19 (2)
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Compressive Strength of Masonry Prisms
ASTM C 1314
CLIENT Ms, Kristin Karle PROJECT The Royal Building DATE 03-19-07
St. Vincent de Paul 501 Main Street PROJECT NO, 2067145
P,O, Box 24608 Springfield, Oregon' REPORT NO, 5014
Eugene, Oregon 97402
BP NO, COM 2006-00624
DATE CONSTRUCTED
DATE GROUTED
SOLID XX
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
E, Marjama
DATE RECEIVED,
PRISM I,D,
TIME
WEATHER/TEMP.
02-15-07
02-16-07
HOLLOW
2500
ASTM C1314
8" CMU walls - on line A, from 3 to 6; on 6, from A to G (11'4" to 14'0"),
FEI REP,
MORTAR: PSI/TYPE
SAND
CEMENT
LIME
OTHER
TEMP,
SOURCE/I,D.
GROUT: PSI
AGG. SIZE
CEMENT
ADDITIVE
SLUMP
TEMP,
SOURCE/I,D.
TICKET NO.
18001T ype S
Spec Mix (bagged)
02-17-07
8' x 8" x 16" Split Face
1:20 PM
OvercasV56'
3000
3/8"
7 1/2 sack
9+"
68'
MBI/712-G
2776927
SPECIM EN 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)
02-23-07 7 16,00 8,500 7,625 64,81 173580 2680
03-16-07 28 16,00 8,500 7,625 64,81 221500 3420
03-16-07 28 16,00 8,500 7,625 64,81 211100 3260 3340
REMARKS: Cory Reiling (Haps Masonry) was advised of on-site test results,
Reviewed By
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Michael L. Me.yer~
Technical Manager
c: Meili Construction - Curt Meili (email)
Meili Construction - Curt Dawson (email)
Bergsund Delaney - (emaH)
Hohbach-lewin - Vikki Bourcier - (emaH)
City of Sprin9field
MlM:jw
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 and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ r-m ComellAvenue' CoNallis, Oregon 97330 'phone(541) 757-4698, fax (541) 757-2991
29540 Bl\jrportRoad' Eugene, Oregon 97402 'phone(541)684-J849' fax(541)(l84;l851