HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-31
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
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(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICl'.L
TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231
Date Molded: 03/01/2011
Permit#: SPR2010-00269
Client: MCDONALDS USA LLC - CLINT CAMERON
Date Received: 03 /02/2011
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: EUGENE SAND & GRAVEL INC
Truck #: 872 Load #: 1
Cast By: S. DAUGHTRY
Weather: OVERCAST
Test Time:
11:15 AM
Ticket#: 2574613
Air Temp. at Sampling Time:
57
Cylinders were cast for the following locations:
FREEZER SECTION AUGERED FOOTINGS AND MONOLITHIC SLAB ON GRADE
Total Concrete Placement Location:
FREEZER SECTION AUGERED FOOTINGS AND MONOLITHIC SLAB ON GRADE
Strength Requirement:
Mix Number: 313545
Admix/Amt: POZZ 80,MBAE90
3000
psi fc @ 28 Days
Slump:
5.00 II % Air:
Max Agg: 3/4 n
Cubic Yards: 6.5
4.2%
Concrete Temp: ~
Register Number: 0001217
Lab Location: EUGENE
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Davs Date Load Diameter PSI Fracture Tvoe Bv
7 03/08/2011 42030 4.00 12.56 3350 5 PAD 60 SD
28 03/29/2011 68225 4.00 12.56 5430 2 PAD 60 CS
28 03/29/2011 69650 4.00 12.56 5550 2 PAD 60 CS
28 03/29/2011 68825 4.00 12.56 '5480 2 PAD 60 CS
Distribute attachments. Average fc @ 28 days 5490
o
Please see reverse side for additional information.
Job Number: E1ioll31. Register Number: 0001217
Proje<:t: MCDONALDS SPRINGFIELD - REMODEL
Date Molded: 03/01/2011
< 1 in. [25 mm]
\
Type 1
Reasonable well~fonned
cones on both ends. less
than 1 in. [25 mm j of
cracking through caps
Type 2
Well-Fonned cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
Type 3
Columnar venical crackinl!
through both ends. no ~
well. formed cones
r'
,I \
Type 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish from T)!pe 1
Type 5
Side fractures at top or
bottom (occur commonly
with unhanded caps)
Type 6
Similar to Type 5 but
~nd of cylinder is poimed
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MCDONALDS USA LLC - CLINT CAMERON
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
DIBBLE ENGINEERING - ROBE DIBBLE
RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
R~CH DUNCAN CONSTRUCTION INC - NATE COOKE
Project Manager:
B. LEACH
Reviewed By: Reviewed On 03/31/2011
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