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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (6) Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE MaIn Office POBox 23814 Tlgard, Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 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 #: 50 Weather: SUNNY Test Time: Cylinders were cast for the following locations: 21 @ D Total Concrete Placement Location: 1 -31 @ A - W Strength Requirement: Mix Number: 2144 Admix/Amt: P80 - 240 OZ Register Number: 000213 6 3000 psi f' c @ 2 8 Cone. Temp: 80 Construction InspectIOn!> & Related Tests Geotechnzcal Consultzng 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 Job Number: S0604278. Jurisdiction: SPRINGFIELD Cast By: C. BIDWELL 3.46 PM Days Slump: Cement Type: I Lab Location: SALEM Ticket#: 301155 Air Temp. at Sampling Time: 89 4 000" % Air: 1 20% Max Agg: .75 . Cubic Yards: 509 Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By 6 7 07/03/2006 107/07/2006 82540 27.69 2980 3 JDV 28 07/03/2006 I 07/28/20061 28 07/03/2006 I 07/28/2006 I I I I I I I I I I I Please see reverse side for additional information. Job Number: S0604278. Register Number: 0002136 Project: BAYBERRY COMMONS - SPRINGFIELD Date Molded: 06/30/2006 ----- A~ lr < ] In [25 mm] x J rl Type I Reasonable weIl-formed cones on both ends, less than I In [25 mm] of cracking through caps Type 2 Well-Formed cone on one end, vertIcal cracks running through caps, no weIl-defined cone on other end Type 3 Columnar vertIcal cracking through both ends, no weIl-fonned cones \ / 1\ /' Type 4 DIagonal fracture wIth no crackmg through ends, tap wIth hammer to dlstmgUlsh from Type I Type 5 SIde fractures at top or bottom (occur commonly wIth un bonded caps) Type 6 SImIlar to Type 5 but end of cylInder IS pOinted Astensked (*) umt PSI test results dId not meet hsted acceptance cntena Remarks: The area of the cylmders 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: ~~w~_, - ---,--- steve?lugger Our report pertams to the matenal tested only The mformatIon contamed m thIS report IS provIded subject to all terms and condItIons of CTI's General CondItIons m effect at the tIme thIS report IS prepared No party other than those to whom CTI has dlstnbuted thIS report shall be entItled to use or rely upon the mformatIOn contamed m thIS document