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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C 39/C 1064/C 138/C 143/C 231/C 1231
Date Molded: 05/06/2013 Date Received: 05/07/2013 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#: 857 Load#: 1 Ticket#: 600
Weather: CLEAR Test Time: 9:30 AM Air Temp. at Sampling Time: 60
Cylinders were cast for the following locations:
PEDESTRIAN ACCESS RAMP
Total Concrete Placement Location:
SEE .DAILY REPORT
Strength Requirement: 3500 psi f @ 28 Days Slump: 3 •75" % Air: 5.5fr
Mix Number: 314065 Concrete Temp: 71 Max Agg: 3/4"
Admix/Amt: MBAE90-26 OZ; POZZ Cubic Yards: 8 . 50/8 .50
Register Number: 0002531 Lab Location: EUGENE Curing: High 92
Low 61
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI • Fracture Type By
7 05/13/2013 45645 4 .00 12 .56 3630 4 PAD 60 AB
28 06/03/2013
28 06/03/2013 .
28 06/03/2013
❑ Distribute attachments. Average Fe @ 28 days
Please see reverse side for additional information.
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Job Number: E1301438. Register Number: 0002531 Date Molded: 05/06/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in. [25 mm]
( •
i \ / ,, 1 \1tl
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
rr
.r-/
Type 4 Type 5 Type 6
Diaconal 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 unhonded 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 @SPRINGFIELO.K12.OR.US
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM
ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYR SSTOLARCZYK @ROBERTSONSHERWOOO.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389
Project Manager: D. SMITH Reviewed By: Kari Kaiser On 05/16/2013
Our reports pertain to the material testediinspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
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