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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 138/C 31/C 143/C 231/C 1231
Date Molded: 06/05/2013 Date Received: 06/06/2013 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#: 0064 Load #: 1 Ticket#: 3976045
Weather: SUNNY/CLEAR Test Time: 09: 18 AM Air Temp. at Sampling Time: 63
Cylinders were cast for the following locations:
SIDEWALK EAST END
Total Concrete Placement Location:
SIDEWALK EAST OF FRONT, WEST END OF BASKETBALL COURT, STEPS AND PATIO
Strength Requirement: 4000 psi Fc @ 28 Days Slump: 5.00" % Air: 3.7%
Mix Number: 40N27100 Concrete Temp: 75 Max Agg: 1/2"
Admix/Amt: MDAE90 - 30 OZ; POZZ80 - 344 OZ. Cubic Yards: 10 OF 20
Register Number: 0002559 Lab Location: EUGENE Curing: High 96
Low 69
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days , Date Load Diameter PSI Fracture Type By
7 06/12/2013 64015 3. 99 12 .50 5120 1 PAD 60 AB
28 07/03/2013
•
28 07/03/2013
28 07/03/2013
❑ Distribute attachments. Average f c @ 28 days
Please see reverse side for additional information.
Job Number: E1301438 . Register Number: 0002559 Date Molded: 06/05/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< 1 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 t
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 J OHN.SARACENO@SPRINGFIELD.K12.OR.US
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM
ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOI.LRCZYK S5TOLARCZVK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389
Project Manager: D. SMITH Reviewed By: Jason Bryant On 06/18/2013
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