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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: 05/09/2013 Date Received: 05/10/2013 Job Number- E'1301438 .
Permit#: 811-SPR2013-00624 BUILDING/2013-00012 LAND USE
Client: SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
Address: QUARTZ AVE & BOB STRAUB PKWY SPRINGFIELD Jurisdiction: SPRINGFIELD
Contractor:
Subcontractor:
Cast By: D. SMITH
Concrete Supplier: KNIFE RIVER
Truck#: 240340695 Load #: 2 Ticket#: 3975438
Weather: CLEAR Test Time: 11:30 AM Air Temp. at Sampling Time: 68
Cylinders were cast for the following locations:
WEST EDGE OF SIDEWALK AT EAST SIDE OF BASKETBALL COURT
Total Concrete Placement Location:
SIDEWALK EAST OF BASKETBALL COURT
Strength Requirement: 4000 psi Pc @ 28 Days Slump: 4 .25" `X Air: 3 .6%
Mix Number: ON27100 Concrete Temp: 75 Max Agg: 1/2"
Admix/Amt: AE-90, POZZ80, FLYASH Cubic Yards: 20 OF 20
Register Number: 0002536 Lab Location: EUGENE Curing: High 83
Low E7
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 05/16/2013 56130 4 . 00 12 .56 4470 2 PAD 60 AB
28 06/06/2013 76140 4 .00 12.56 6060 1 PAD 60 AB
28 06/06/2013 72490 4 .00 12 . 56 5770 4 PAD 60 AB
28 06/06/2013 73805 4 . 00 12 .56 5880 1 PAD 60 AB
DDistribute attachments. Average Pc @ 28 days 5900
Please see reverse side for additional information.
Job Number: E1301438 . Register Number: 0002536 Date Molded: 05/09/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
—� �4-- < 1 in. [25 min]
x A A
)1)1\
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
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 I
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO JOHN.SARACENO@SPRINGFIELD.K12.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 06/11/2013
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