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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: 05/02/2013 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 B ': 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 fc @ 28 Days Slump: 3 .50" % Air: 5.39(
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
28 05/30/2013
28 05/30/2013
nDistribute attachments. Average fc @ 28 days
Please see reverse side for additional information.
Job Number: 11301438 . Register Number: 0002527 Date Molded: 05/02/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< 1 in. [25 mm]
� 1
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 1 in. f25 mm]of - through caps.no well-defined well-formed cones
• cracking through caps cone on other end
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 and 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.DS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM
ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYK SSTOLARCZVK @ROBERTSONSHERWOOD.COM
CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389
• Project Manager: D. SMITH Reviewed By': Jason Bryant On 05/16/2013
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