HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-11-20
Standard Test Method for Compressive Strength of
Masonry Prisms (ASTM C1314-02)
Field and Laboratory Test Sheet
Inj:C) 17nation
o Build On
Englne~ .. Cori$4Ehing .. ~Ung
Client
Address
S R Yett
The Olympic, LLC
PO Box 26125
Eugene, OR 97402
PrOject No
ProJ Name
Location
Placement Data
'Placement Data Matenal Grout
:CMU walllnflils west end of north wall line A from 4 to 4 5 and 5 to 5 5, 0' to
9' 10" above footing
Locations Sampled At
Same as above
Date Cast
1 0/18/07
1 0/20/07
Date Rec'd
Weather Supplier
Showers Knife River
CEMENT MAX AGGR SIZE SLUMP
3/8" 8"
CEMENT LIME
GROUT PROPORTIONS'
MORTAR PROPORTIONS'
.~ .", ,. , ,,, " . . '" "".\"
Compressive Machine 10 E009
Design Strength (F'M)' required 1500_
Prism No
07-3531
07 -3532
07 -3533
1) Conical Break
Remarks:
A (Front)
722-70227 -23
Wllco- Olympic Spring
1401 21st St
Spnngfleld, OR
Slump Cone I D No
Air Temperature I D No
Matenal Temp I D No
TYPE (CMU/Bnck)
eMU
Results Reported To
Contractor
TICKET NUMBER
2988529
SAND
. .
Spherical Head Dla (m): 8
Upper Bearing Plate Dim,: 124 x 8 3 x 2 0
Test Date Age (days)
HP/TP
RatiO
11/15/07 28
11/15/07 28
11/15/07 28
1 9
1 9
1 9
2) Cone & Shear
c Robert Castile
ILO Constructlon- 1102@comcast net
Prism
No. A
Date
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
November 20, 2007
B P No
PO No
Cast By
COM 2007-00-834
David Smith
Field Test Data
.~
Specimen Size
8x8x16
ITlme Cast
ICurlng Conditions
Initial Temp
MaXimum Temp 48 hours
Minimum Temp 48 hours
ADMIXTURE
1 45 PM
MIX I D NUMBER
246HG3KOOO
MIX I D NUMBER
ADMIXTURE
Lower Platen DimenSIOns (In) 12" dla X 28
Lower Bearing Plate Dim. 18 x 10 x 1 25
Upper Lower
Camp Correcloon Fracture Type Bearing Plate Beanng
Strength Factor Corrected pSI (1-7) Thickness Plate
(pSI) Average Thickness
Compressive Req Rpn
2,110 1 0 2,110 Strength (F'M) 2 1 30
2,240 1 0 2,240 2 1 30
1,970 1 0 1,970 2,110 3 1 30
5) Seml,Conlcal Brk
6) Shear Break 7) Face Shell Separation
Respectfully Submitted,
~~~!i~J~strtes, Ine
Steven E Wilder
Laboratory Supervisor
Enc Hall Architects - annette@enchallarchltect com
Enk Kunbel
DimenSions eMU Net Cross Max Load
(Inches) Grouted? Sect Area (Ibs)
(WxLxH) (s I)
8 31x7 74x16 08 Yes 6432 135,965
8 31x7 75x15 98 Yes 6440 144,130
8 31x7 77x15 97 Yes 6472 127,520
3) Cone & Split 4) TenSion Break
^B
~
Prism
No.
A ~ B 1
"'/~ ..< B (Slde~
, ..... '" ....- ... -.... ...."..."" ". .,. ..."
Prism
No.
A,^
I
B I ~