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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-3 (2) Bend Office (541)330-9155 Geotechnical Office (503)601-8250 Carlson Testing, Inc. Eugene Office (541)345-0289 Salem Office (503)589-1252 7 Tigard Office (503)684-3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 138/C 31/C 143/C 231/C 1231 Date Molded: 06/03/2013 Date Received: 06/04/2013 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#: 0690 Load #: 2 Ticket#: 39178304 Weather: SUNNY CLEAR Test Time: 8 :34 AM Air Temp. at Sampling Time: 55 Cylinders were cast for the following locations: BASKETBALL COURT SECTION B APPROXIMATELY 40 ' WEST AND CENTERLINE FROM SOUTH END Total Concrete Placement Location: BASKETBALL COURT SECTION B, SECTION D AND WEST PATIO Strength Requirement: 4000 psi £c @ 28 Days Slump: 4 •75" % Air: 4. 0% Mix Number: 40N27100 Concrete Temp: 70 Max Agg: 1/2" Admix/Amt• NBAE90 - 34 OZ; POZZ80 - 374 OZ Cubic Yards: 10.75/120+ Register Number: 0002556 Lab Location: EUGENE Curing: High 86 Low 63 Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By 7 06/10/2013 68155 3. 99 12 .50 5450 1 PAD 60 AB 28 07/01/2013 28 07/01/2013 28 07/01/2013 0 Distribute attachments. Average £c @ 28 days Please see reverse side for additional information. Job Number: E1301438 . Register Number: 0002556 Date Molded: 06/03/2013 Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS < I in. [25 mm] 1 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 N 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.Us TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYI SSTOLARCZYK @ROBERTSONSHERWOOD.COM CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389 Project Manager: D. SMITH Reviewed By: Jason Bryant On 06/18/2013 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