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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-8-26 Bend Office (541)330-9155 Geotechnical Office (503)601-8250 Carlson Testing, Inc. Eugene (543)385-0289 Office Salem O (503)589-1252 Tigard Office (503)684-3460 v3 pa Sid 6-till‘ REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C39/C172/C1064/C31/C143/C231/C1231 Date Molded: 08/24/2013 Date Received: 08/26/2013 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. MCDONALD Concrete Supplier: KNIFE RIVER - QUALITY CONTROL Truck#: 0621 Load #: 2 Ticket#: 4004076 Weather: CLOUDY Test Time: 8 :32 AM Air Temp. at Sampling Time: 62 Cylinders were cast for the following locations: SLAB ON GRADE FOR WEST END OF PLAYGROUND Total Concrete Placement Location: SLAB ON GRADE FOR WEST END AND CENTER OF NORTH END OF PLAYGROUND Strength Requirement: 4000 psi Pc @ 28 Days Slump: 4 -75" % Air: 6 .9% Mix Number: 2440NE7100 Concrete Temp: 73 Max Agg: 3/4" Admix/Amt: MBAE90; POZZ80 Cubic Yards: 20 OF 80 Register Number: 0002712 Lab Location: EUGENE Curing: High ** Low ** Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By 1 6 08/30/2013 36540 4 .00 12.56 2910 1 PAD 60 AB 28 09/21/2013 55430 4 . 00 12.56 4410 2 PAD 60 CS 28 09/21/2013 51265 4 . 00 12 .56 4080 4 PAD 60 CS 28 09/21/2013 52100 4 . 00 12 .56 4150 4 PAD 60 CS 0 Distribute attachments. Average f c @ 28 days 4210 Please see reverse side for additional information. Job Number: E1301438 . Register Number: 0002712 Date Molded: 08/24/2013 Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS < I in. [25 mm] ( 5,,., X "").\\ Ai Type I Type 2 Typc 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 \ . 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. **Not measured- Departure from ASTM C31 standard Remarks: SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO J OHN.SARACENO@SPRINGFIELD.K12.0R.US TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT BRANCH ENGINEERING - GREG MOWER GREG @BRANCHENGINEERING.COM ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYK SSTOLARCZYK @ROBERTSONSHERWOOD.COM CAMERON MCCARTHY LANDSCAPE ARCH & PLANNERS - AARON OLSEN AARON @CAMERONMCCARTHV.COM Project Manager: D. SMITH Reviewed By: Jason Bryant On 09/25/2013 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