HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-6 Bend Office (541)330-9155
Ceotechnical Office (503)601-8250
Carlson Testing, Inc. Eugene Office (541)345-0289
Salem Office (503)589-1252
Tigard Office (503)684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C39/C172/C1064/C138/C31/C143/C231/C1231
Date Molded: 06/05/2013 Date Received: 06/06/2013 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: KNIFE RIVER
Truck#: 0064 Load#: 1 Ticket#: 3976045
Weather: SUNNY/CLEAR Test Time: 09:18 AM Air Temp. at Sampling Time: 63
Cylinders were cast for the following locations:
SIDEWALK EAST END
Total Concrete Placement Location:
SIDEWALK EAST OF FRONT, WEST END OF BASKETBALL COURT, STEPS AND PATIO
Strength Requirement: 4000 psi fc@ 28 Days Slump: 5. 00" % Air; 3.7&
Mix Number: 40N27100 Concrete Temp: 75 Max Agg: 1/2"
Admix/Amt: MDAE90 - 30 OZ; POZZ80 - 344 OZ. Cubic Yards: 10 OF 20
Register Number: 0002559 Lab Location: EUGENE Curing: High 96
Low 69
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
7 06/12/2013 64015 3 .99 12 .50 5120 1 PAD 60 AB
28 07/03/2013 85105 3 .99 12 .50 6810 4 PAD 60 AB
28 07/03/2013 84575 3 .99 12.50 6770 1 PAD 60 AB
28 07/03/2013 81790 3 .99 12.50 6540 1 PAD 60 AB
❑ Distribute attachments. Average fc® 28 days 6710
Please see reverse side for additional information.
Job Number: E1301438. Register Number: 0002559 Date Molded: 06/05/2013
Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS
< 1 in.[25 mm]
�F
4
Type l Type 2 Type 3
Reasonable well-formed Well-Funned 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
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 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.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 ARCH & PLANNERS - AARON OLSEN AARON @CAMERONMCCARTHY.COM
Project Manager: D. SMITH Reviewed By: Jason Bryant On 07/12/2013
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,
without prior authorization from this office. Under all circumstances,the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N,EUGENE OR