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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231
Date Molded: 05/07/2013 Date Received: 05/09/2013 Job Number: E1 301438 .
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. SMITH
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck#: 0869 Load #: 1 Ticket#: 60032734
Weather: CLEAR Test Time: 1:45 PM Air Temp. at Sampling Time: 86
Cylinders were cast for the following locations:
EAST WALL OF PLANTER
Total Concrete Placement Location:
WEST STORM WATER PLANTER
Strength Requirement: 4000 psi Pc @ 28 Days Slump: 3 .50" % Air: 5. 796
Mix Number: 314065 Concrete Temp: 80 MaxAgg: 3/4"
:Admix/Amt: MBAE90, POZZ90, FLYASH Cubic Yards: 8 OF 12
Register Number: 0002532 Lab Location: EUGENE Curing: High 86
Low 65 •
Set Test @ Test I Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 05/14/2013 42980 3 .99 12 .50 3440 2 PAD 60 AB
28 06/04/2013
28 06/04/2013
28 06/04/2013
❑ Distribute attachments. Average Pc @ 28 days
Please see reverse side for additional information.
. Job Number: E1 301438 . Register Number: 0002532 Date Molded: 05/07/2013
. Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
<I in. [25 mm] •
r
A. Il
A ",
� l. •
Type I Typc 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
/ f N
/1
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 hut
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 JOHN.SARACENO @SPRINGFIELD.K12.0R.Us
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM
ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYE SSTOLARCZYK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FA%/541-485-7389
Project Manager: I. SMITE Reviewed By: Jason Bryant On 05/16/2013
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