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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C39/C172/C1064/C31/C143/C231/C1231
Date Molded: 05/30/2013 Date Received: 05/31/2013 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: C. STROM
Concrete Supplier: KNIFE RIVER
Truck#: 9675 Load#: 11 Ticket#:
Weather: OVERCAST Test Time: 11:15 AM Air Temp. at Sampling Time: 60
Cylinders were cast for the following locations:
BASKETBALL COURT SLABS SECTION A
Total Concrete Placement Location:
BASKETBALL COURT SLABS AT SECTION A, C AND E, CURBS AND SIDEWALK
Strength Requirement: 4000 psi fc @ 28 Days Slump: 4 .50" % Air: 3 .5%
Mix Number: 40N27100 Concrete Temp: 70 Max Agg: 1/2"
Admix/Amt: MBAE 90, POZZ 80 Cubic Yards: 110 OF 110
Register Number: 0002551 Lab Location: EUGENE Curing: High 73
Low 60
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 06/06/2013 64000 4 .00 12.56 5100 2 PAD 60 AB
28 06/27/2013 84035 4 .00 12.56 6690 1 PAD 60 AB
28 06/27/2013 84310 4 .00 12 .56 6710 2 PAD 60 AB
28 06/27/2013 82625 4 .00 12 .56 6580 2 PAD 60 AB
0 Distribute attachments. Average f @ 28 days 6660
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002551 Date Molded: 05/30/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in. [25 mm]
.)\\\ 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-fonned 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 and 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.
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 55TOLARCZYK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389
Project Manager: D. SMITH Reviewed By: Jason Bryant On 07/02/2013
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