HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-2-3
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL
TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C D8/C 31/C 143/C 231/C 1231
Date Molded: 02/03/2011
Permit #: SPR2010-00269
Client: MCDONALDS USA LLC - CLINT CAMERON
Date Received: 02/04/2011
Job Number: E1101131.
Project:. MCDONALDS SPRINGFIELD - REMODEL
Address: '3405 GATEWAY ST - SPRINGFIELD, OR
Jurisdiction: SPRINGFIELD
Contractor: RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
Subcontractor:
Concrete Supplier:. MINI MIX CONCRETE
Truck #: 25 Load #: 1
Cast By: S. DAUGHTRY
Test Time:
2:30 PM
Ticket#:
Air Temp. at Sampling Time:
Weather: SUNNY
51
Cylinders were cast for the following locations:
WEST CORNER OF SOUTH BAY FOOTING /STEM WALL
Total Concrete Placement Location:
NORTH WEST,SOUTH WEST,SOUTH BAY SOUTH WEST AND SOUTH EAST CORNERS, FOOTING/STEM
WALLS AND SLAS
Strength Requirement:
MixNumber: 3500 3/4
Admix/Amt:
3000
psi fc @ 28 Days
Slump:
3.001!
% Air:
1. 9%
Concrete Temp: ~
Max Agg: 3/4"
Cubic Yards: 2
Register Number: 0001195
Lab Location: EUGENE
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Davs Date Load Diameter PSI F ractu re Tvne Bv
7 02/10/2011 34575 3.99 12.50 2770 2 PAD 60 SD
28 03/03/2011 45380 3.99 12.50 3630 2 PAD 60 DEB
28 03/03/2011 45355 3.99 12.50 3630 2 PAD 60 DEB
28 03/03/2011 47695 3.99 12.50 3820 2 PAD 60 DEB
Distribute attachments. .Average fc @ 28 days 3690
o
Please see reverse side for additional information.
.~
Job Number: E1101131. Register Number: 0001195
Project: MCDONALDS SPRINGFIELD - REMODEL
Datc Molded: 02/03/2011
< I in. [25 mm]
Type I
Reasonable well-fonned
cones on both ends, less
than I in. [25 mmJ of
cracking through caps
Type 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
Type 3
Columnar vertical cracking
through both ends, no
well-fonned cones
-"
"
Type 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish from Type 1
Type 5
Side fractures at top or
bottom (occur commonly
with unhanded caps)
Type 6
Similar to Type 5 but
end of cylinder is pointed
Asterisked (*) average unit PSI test results did not meet listed a~ceptance criteria.
Remarks:
MCDONALDS USA LLC - CLINT CAMERON
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
DIBBLE ENGINEERING - ROBB DIBBLE
RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
RICH DUNCAN CONSTRUCTION INC - NATE COOKE
Project Manager:
B. LEACH
Reviewed By: Reviewed On 03/04/20,11
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