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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#: 690 Load #: 3 Ticket#: 3978269
Weather: OVERCAST Test Time: 8:45 AM Air Temp. at Sampling Time: 57
Cylinders were cast for the following locations:
BASKETBALL COURT AT SECTOR E SLAB
Total Concrete Placement Location:
BASKETBALL COURT AT SECTIONS A, C AND E CURBS AND SIDEWALKS
Strength Requirement: 4000 psi fc @ 28 Days Slump: 5.50" °A Air: 3 .5%
Mix Number: 40N27100 Concrete Temp: 66 Max Agg: 1/2"
Admix/Amt: MBAE 90, POZZ 80 Cubic Yards: 30 OF 110
Register Number: 0002550 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 58780 4 .00 12 .56 4680 2 PAD 60 AB
28 06/27/2013 73240 4 . 00 12 .56 5830 4 PAD 60 AB
28 06/27/2013 75840 4. 00 12 .56 6040 4 PAD 60 AB
28 06/27/2013 76020 4 .00 12 .56 6050 1 PAD 60 AB
-
1
0 Distribute attachments. Average fc @ 28 days 5970
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002550 Date Molded: 05/30/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in.[25 min]
)1\ ' r
YI.�I
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 G
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 unbondcd 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.K12.0R.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 07/02/2013
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