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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C39/C172/C1064/C138/C31/C143/C231/C617/C1231
Date Molded: 06/03/2013 Date Received: 06/04/2013 Job Number: E1301438 .
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. BROWN
Concrete Supplier: KNIFE RIVER
Truck#: 0690 Load #: 2 Ticket#: 39178304
Weather: SUNNY CLEAR Test Time: 8:34 AM Air Temp. at Sampling Time: 55
Cylinders were cast for the following locations:
BASKETBALL COURT SECTION B APPROXIMATELY 40 ' WEST AND CENTERLINE FROM SOUTH END
Total Concrete Placement Location:
BASKETBALL COURT SECTION B, SECTION D AND WEST PATIO
Strength Requirement: 4000 psi £c.@ 28 Days Slump: 4.75" % Air: 4 .0W
Mix Number: 40N27100 Concrete Temp: 70 Max Agg: 1/2"
Admix/Amt: MBAE90 - 34 OZ; POZZ80 - 374 OZ Cubic Yards: 10.75/120+
Register Number: 0002556 Lab Location: EUGENE Curing: High 86
Low 63
Set Test® Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 06/10/2013 68155 3 . 99 12.50 5450 1 PAD 60 AB
28 07/01/2013 92730 3. 99 12 .50 7420 1 SULFUR AB
28 07/01/2013 87405 3. 99 12 .50 6990 4 SULFUR AB
28 07/01/2013 88715 3 .99 12 .50 7100 2 SULFUR AB
❑ Distribute attachments. Average Pc ® 28 days 7170
Please see reverse side for additional information.
Job Number: E1301436. Register Number: 0002556 Date Molded: 06/03/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in.[25 mm]
//)\ (
f l
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
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 ]OHN.SARACENO@SPRINGFIELD.K12.0R.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 07/05/2013
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