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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
2300 3%016- 5.t
Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231
Date Molded: 05/02/2013 Date Received: 05/03/2013 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: EUGENE SAND & GRAVEL INC
Truck#• 0857 Load#: 1 Ticket#: 60032575
Weather: CLEAR/SUN Test Time: 2:38 PM Air Temp. at Sampling Time: 79
Cylinders were cast for the following locations:
FROM NORTHWEST CORNER AT WEST FOOTINGS APPROX. 25 ' EAST
Total Concrete Placement Location:
WEST AND EAST STORM WATER PLANTER BOX FOOTINGS
Strength Requirement: 4000 psi Pc n 28 Days Slump: 3 .50" % Air: 5.3%
Mix Number: 314065 Concrete Temp: 74 Max Agg: 3/4
Admix/Amt: MBAE90-24 OZ; POZZ80-316 OZ Cubic Yards: 8 OF 16
Register Number: 0002527 Lab Location: EUGENE Curing: High 80
Low 64
Set Test® Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 05/09/2013 42545 3 . 99 12 .50 3400 1 PAD 60 AB
28 05/30/2013 62205 4 .00 12.56 4950 4 PAD 60 AB
28 05/30/2013 61925 4 .00 12 .56 4930 1 PAD 60 AB
28 05/30/2013 65925 4 . 00 12 .56 5250 1 PAD 60 AB
0 Distribute attachments. Average Pc @ 28 days 5040
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002527 Date Molded: 05/02/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< I in. [25 mm]
ic
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 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 but
no cracking through bottom(occur commonly cnd 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 STOLARCZYK SSTOLARCZYK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/547-485-7389
Project Manager: D. SMITH Reviewed By: Jason Bryant On 05/31/2013
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