HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-12-4
b~/bnn(ltion
To Bui/i.1 On
~f!.1;'i;tNJ:;;rlng .. Cotr'ii$UlUng .. ~;g;1Ung
Client
Address
S R Yell
The Olympic, LLC
PO Box 26125
Eugene, OR 97402
Standard Test Method for Compressive Strength of
Masonry Prisms (ASTM C1314-02)
Field and Laboratory Test Sheet
Project No
PrOJ Name
722.70227 -30
Wllco- Olympic Spnng
1401 21st St
Springfield, OR
LocatIOn
Placement Data
Locations Sampled At
-Same as above
10/18/07
I Date Rec'd
Weather
"'_~~'.""'" ._. - . . .....0. ..',
Placement Data Matenal Grout
CMU walllnfills west end of north wall line A from 4 to 4 5 and 5 to 5 5, 0' to
,9' 10" above footing
:Date Cast
CEMENT
Showers
MAX
GROUT PROPORTlONS*
CEMENT
MORTAR PROPORTIONS*
Compressive Machine 10 E009
DeSign Strength (F'M) required 1500_
Prism No
07 -3534
07 -3535
07 -3536
~) Conical Break
Remarks
c
A (Front) ,'.,.,
-,
Test Date
HP/TP
Rallo
DimenSions
(Inches)
(WxLxH)
Age (days)
11/15/07
11/15/07
111/15/07
28
28
28
A
B
C
11 63x8 53
11 64x8 46
11 66x8 47
3) Cone & Split
2) Cone & Shear
Robert Castile
ILO Constructlon- Ilo2@colljlcast net
p~:~ A -1 B ~
B (Slde:_
" ,
Slump Cone I D No
Air Temperature I D No
Matenal Temp I D No
TYPE (CMU/Bnck)
CMU
10/20/07
Supplier
Knife River
AGGR SIZE SLUMP
3/8" 8"
Results Reported To
Contractor
TICKET NUMBER
2988529
SAND
LIME
Spherical Head Dla (In) 8
Upper Beanng Plate Dim 124 x 8 3 x 2 0
CMU
Grouted?
Net Cross Max Load
Sect Area (Ibs )
(s I)
Correction
Factor
Comp
Strength
(pSI)
Yes 9920 I 342,270 3,450
Yes 9847 1340,380 I 3,460
Yes 9876 I 376,270 I 3,810
4) TenSion Break 5) Semi-Conical Brk
EriC Hall Architects - annette@erlchallarchltect com
Erik Kunbel
Prism
No.
( B ~1
Prism
No
A
A
Date
B P No
PO No
Cast By
Field Test Data
Specllllen Size
ITlme Cast
ICurlng Conditions
Ilnltlal Temp
IMaxlmum Temp 48 hours
I Minimum Temp 48 hours
ADMIXTURE
ADMIXTURE
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Decem bel 4, 2007
COM 2007-00,834
David Smltll
8x12x16
--,
i
i
1 45 PM
1--
1--
1--
MIX I D NUMBER
246HG3ROOO
MIX I D NUMBER
Lower Platen DimenSions (In) 12" dla x 2 8
Lower Bearing Plate Dim. 18 x 10 x 1 25
Corrected pSI
Average
Compressive
Jtrength (F'M)I
3,570 - -~
l
) Upper
Fracture Type Bearing Plate
(1-7) Thickness
Req
Lower
Bearing
Plate
Thickness
RPfI
1
5
7
6) Shear Break 7) Face Shell Separation
Respectfully Submitted,
ProlSiOfJ)nllPces Industnes, Inc.
CC 176
, -
B --- Ste en E Wilder
Laboratory Supervisor
/...