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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-31 Bend Office (541)330-9155 Geotechnical Office (503)601-8250 Eugene Office (541)345-0289 Carlson Testing, Inc. 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/C31/C143/C231/C1231 Date Molded: 05/30/2013 Date Received: 05/31/2013 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: C. STROM Concrete Supplier: KNIFE RIVER Truck#: 9675 Load#: 11 Ticket#: Weather: OVERCAST Test Time: 11:15 AM Air Temp. at Sampling Time: 60 Cylinders were cast for the following locations: BASKETBALL COURT SLABS SECTION A Total Concrete Placement Location: BASKETBALL COURT SLABS AT SECTION A, C AND E, CURBS AND SIDEWALK Strength Requirement: 4000 psi fc @ 28 Days Slump: 4 .50" % Air: 3 .5% Mix Number: 40N27100 Concrete Temp: 70 Max Agg: 1/2" Admix/Amt: MBAE 90, POZZ 80 Cubic Yards: 110 OF 110 Register Number: 0002551 Lab Location: EUGENE Curing: High 73 Low 60 Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By 7 06/06/2013 64000 4 .00 12.56 5100 2 PAD 60 AB 28 06/27/2013 84035 4 .00 12.56 6690 1 PAD 60 AB 28 06/27/2013 84310 4 .00 12 .56 6710 2 PAD 60 AB 28 06/27/2013 82625 4 .00 12 .56 6580 2 PAD 60 AB 0 Distribute attachments. Average f @ 28 days 6660 Please see reverse side for additional information. Job Number: E1301438. Register Number: 0002551 Date Molded: 05/30/2013 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-fonned 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 1 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 55TOLARCZYK @ROBERTSONSHERWOOD.COM CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389 Project Manager: D. SMITH Reviewed By: Jason Bryant On 07/02/2013 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