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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: 06/21/2013 Date Received: 06/24/2013 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: R. LEE
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck#: 0874 Load #: 4 Ticket#: 60034566
Weather: PARTLY CLOUDY Test Time: 2:00 PM Air Temp. at Sampling Time: 75
Cylinders were cast for the following locations:
SIDEWALK-NORTH END OF PLAYGROUND SIDEWALK
Total Concrete Placement Location:
SEE DAILY REPORT
Strength Requirement: 4000 psi fc @ 28 Days Slump: 5.00" % Air: 5.5s
Mix Number: 314065 Concrete Temp: 73 Max Agg• 3/4"
Admix/Amt: MBAE90-30 OZ; POAZZ80-400 OZ Cubic Yards: 40 OF 50
Register Number: 0002592 Lab Location: EUGENE Curing: High 85
Low 64
Set Test® Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
1 7 06/28/2013 - 38545 . 4.00 12.56 3070 4 PAD 60 AB
28 07/19/2013 62895 4 .00 12 .56 5010 1 PAD 60 AB
28 07/19/2013 60860 4 .00 12 .56 4850 4 PAD 60 AB
28 07/19/2013 63655 4 .00 12 .56 5070 5 PAD 60 AB
❑ Distribute attachments. Average Pc @ 28 days 4980
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002592 Date Molded: 06/21/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
a 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
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 ARCH & PLANNERS - AARON OLSEN AARON @CAMERONMCCARTHY.COM
Project Manager: D. SMITH Reviewed By: Jason Bryant On 07/24/2013
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