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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 fc @ 28 Days Slump: 3 •75" % Air: 5.5%
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 71435 3. 99 12 .50 5710 1 PAD 60 AB
28 06/03/2013 67860 - 3 . 99 12.50 5430 4 PAD 60 AB
28 06/03/2013 67630 3 .99 12.50 5410 1 PAD 60 AB
❑ Distribute attachments. Average fc @ 28 days 5520
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002531 Date Molded: 05/06/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in. [25 mm]
5 `
//;\ ' )
a cill
/ [
Type 1 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 tmm]of through caps,no well-defined well-formed cones
cracking through caps cone on other end l
J-1 ii 7
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.K12.0R.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 06/05/2013
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