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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-2 Bend Office (541)330-9155 Geotechnical Office (503)601-8250 Carlson Testing Inc. Salem (541)345-0289 Salem Oftce (503)589-1'_52 '/ Tigard Office (503)684-3460 • 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: 05/02/2013 Date Received: 05/03/2013 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 B ': D. BROWN Concrete Supplier: EUGENE SAND & GRAVEL INC Truck#: 0857 Load #: 1 Ticket#: 60032575 Weather: CLEAR/SUN Test Time: 2 : 38 PM Air Temp. at Sampling Time: • 79 Cylinders were cast for the following locations: FROM NORTHWEST CORNER AT WEST FOOTINGS APPROX. 25 ' EAST Total Concrete Placement Location: . WEST AND EAST STORM WATER PLANTER BOX FOOTINGS Strength Requirement: 4000 psi fc @ 28 Days Slump: 3 .50" % Air: 5.39( Mix Number: 314065 Concrete Temp: 74 Max Agg: 3/4" Admix/Amt: MBAE90-24 OZ; POZZ80 316 OZ Cubic Yards: 8 OF 16 Register Number: 0002527 Lab Location: EUGENE Curing: High 80 Low 64 Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By • 7 05/09/2013 42545 3 . 99 12.50 3400 1 PAD 60 AB 28 05/30/2013 28 05/30/2013 28 05/30/2013 nDistribute attachments. Average fc @ 28 days Please see reverse side for additional information. Job Number: 11301438 . Register Number: 0002527 Date Molded: 05/02/2013 Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS < 1 in. [25 mm] � 1 Type 1 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 1 in. f25 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 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.DS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYK SSTOLARCZVK @ROBERTSONSHERWOOD.COM CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389 • Project Manager: D. SMITH Reviewed By': Jason Bryant On 05/16/2013 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