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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (3) Carlson Testing, Inc. , ConstructIOn InspectIons & Related Tests GeotechnIcal Consulting MaIn Office POBox 23814 Tlgard, Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson Ave, NE Salem, Oregon 97301 Phone (503) 589-1252 Fax (503) 589- 1309 Bend Office POBox 7918 Bend, Oregon 97708 Phone (541) 330-9155 Fax (541) 330-9163 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C31/C172/C192/C617/C1064/C231/C143 Date Molded: 06/30/2006 Permit #: COM2005-01685 Client: BURT WALTER Project:BAYBERRY COMMONS - SPRINGFIELD Address: 2211 LAURA STREET - SPRINGFIELD, OR Contractor: X Subcontractor: Concrete Supplier: EUGENE SAND & GRAVEL INC Truck #: 262 Load #: 10 Job Number: S0604278. Jurisdiction: SPRINGFIELD Cast By: C. BIDWELL Weather: SUNNY Test Time: 7 : 42 AM Ticket#: 301049 Air Temp. at Sampling Time: 68 Cylinders were cast for the following locations: SLAB ON GRADE 31 @ V Total Concrete Placement Location: 1-31 @ A-W Strength Requirement: Mix Number: 2144 3000 psi f'c @ 28 Days Slump: Cone. Temp: 73 Cement Type: I 3 . 500 " % Air: 1. 40% Admix/Amt: P80 - 240 OZ Register Number: 0002132 Max Agg: .75 . Cubic Yards: 101 Lab Location: SALEM Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By 2 7 07/03/2006 07/07/2006 97855 27.69 3530 3 JDV 28 07/03/2006 I 07/28/20061 'I 28 07/03/2006 I 07/28/2006 I I I I I I I I I I I I I I I I I Please see reverse side for additional information. Job Number: S0604278 Register Number: 0002132 Project: BAYBERRY COMMONS - SPRINGFIELD Date Molded: 06/30/2006 --- A~ \ < I In [25 mm] x Type I Reasonable well-fonned cones on both ends, less than I In [25 mm] of crackIng through caps Type 2 Well-Fonned cone on one end, vertical cracks runmng through caps, no well-defined cone on other end Type 3 Columnar vertical crackIng through both ends, no well-fonned cones \ / 1\ .)"' Type 4 Diagonal fracture with no crackIng thr-ough ends, tap wIth hammer to distIngUish from Type I Type 5 Side fractures at top or bottom (occur commonly wIth unbonded caps) Type 6 SImIlar to Type 5 but end of cyhnder IS pOInted Astensked (*) umt PSI test results dId not meet lIsted acceptance cntena Remarks: The area of the cylInders IS based on an assumed value of 28 26 unless noted cc: CITY OF SPRINGFIELD DIAMOND ENGINEERING TONY KOACH ARCHITECT Project Manager: S DUGGER Reviewed By: ~ n/A.(',(J--__- Steven 6rl"gger Our report pertaIns to the matenal tested only. 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 dIstnbuted thIS report shall be entItled to use or rely upon the InfOrmatIOn contaIned In thIS document