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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231
Date Molded: 06/11/2013 Date Received: 06/12/2013 Job Number: E1301438.
Permit#: 811-SPR2013-00624 BUILDING/2013-00012 LAND USE
Client: SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO
Project: JAS PER-NATRON SCHOOL SITE IMPROVEMENTS
Address: QUARTZ AVE & BOB STRAUB PKWY SPRINGFIELD Jurisdiction: SPRINGFIELD
Contractor:
Subcontractor: Cast By: R. LEE
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck#: 0377 Load #: 1 Ticket#: 4005503
Weather: CLOUDY Test Time: 10:50 AM Air Temp. at Sampling Time: 62
Cylinders were cast for the following locations:
PAVING NORTHEND - EAST PLAY GROUND
Total Concrete Placement Location:
SEE DAILY REPORT
Strength Requirement: 4000 psi f c @ 28 Days Slump: 5. 00" % Air: 4. 1%
Mix Number: 314065 Concrete Temp: 70 Max Agg: 3/4"
Admix/Amt: MBAE 90 - 30 OZ; POZZ 80 - 400 OZ Cubic Yards: 10 OF 40
Register Number: 0002569 Lab Location: EUGENE Curing: High **
Low **
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 06/18/2013 45790 4 .00 12 .56 3650 1 PAD 60 AB
28 07/09/2013
28 07/09/2013
28 07/09/2013
❑ Distribute attachments. Average Pc @ 28 days
Please see reverse side for additional information.
Job Number: E1301438 . Register Number: 0002569 Date Molded: 06/11/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in. [25 mm]
Type I Type 2 Type 3
Reasonable well-formed Well-Formed cone on one Columnar vertical cracking
cones on both ends, less end,vertical cracks running through both ends,no
than I in. [25 mm]of through caps,no well-defined well-formed cones
cracking through caps cone on other end
N
l
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no cracking through bottom(occur commonly end of cylinder is pointed
ends;tap with hammer to with unbonded caps)
distinguish from Type 1
Asterisked(*) average unit PSI test results did not meet listed acceptance criteria.
**Not measured-Departure from ASTM C31 standard
Remarks:
•
SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO JOHN.sARACENO @SP RING I EL D.KI2.OR.US
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM
ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYK SSTOLARCZYK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389
Project Manager: D. SMITH Reviewed By: Jason Bryant On 06/22/2013
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