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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: 05/03/2013 Date Received: 05/04/2013 JobNumber: 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. SMITH
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck#: 0858 Load#: 1 Ticket#: 60032593
Weather: CLEAR Test Time: 9:20 AM Air Temp. at Sampling Time: 59
Cylinders were cast for the following locations:
CURB AT MAIN APPROACH WEST END
Total Concrete Placement Location:
SIDEWALK WITH APPROACH, CURB AND GUTTER AT MAIN APPROACH; ALSO CURB AT NORTH
SIDE OF PARKING LOT.
Strength Requirement: 3500 psi f c @ 28 Days Slump: 5. 00" °A Air- 6.0W
Mix Number: 314065 Concrete Temp: 700 Max Agg: 3/4
Admix/Amt: MBAE90, POZZ80, FLYASH Cubic Yards: 10 OF 20
Register Number: 0002530 Lab Location: EUGENE Curing: High B7
Low 57
Set Test® Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 05/10/2013 39375 3 . 99 12.50 3150 2 PAD 60 AB
28 05/31/2013 60735 4. 00 12 .56 4840 4 PAD 60 AB
28 05/31/2013 58840 4. 00 12 .56 4680 1 PAD 60 AB
28 05/31/2013 61435 4 . 00 12 .56 4890 4 PAD 60 AB
0 Distribute attachments. Average t c @ 28 days 4800
Please see reverse side for additional information.
Job Number: E1301438 . Register Number: 0002530 Date Molded: 05/03/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< 1 in. [25 mm]
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 t
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 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.OR.U5
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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