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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-8-6 Carlson Testing, Inc. Construction inspections & Related Tests Geotechnical Consulting Main Office P.O. Box 23814 Tigard, 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 P.O. Box 7918 Bend, Oregon 97708. Phone (541) 330-9155 Fax (541) 330-9163 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31/Cl 72 /092 /C61 7 /Cl 064 /C231 /C14 3 Date Molde . .' 08 Permit : COM2~8-00471 ..':) Client: SAFEWAY STORES INC - PHIL JUTTELSTAD Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR Job Nnmber: S0805400. Jnrisdiction: SPRINGFIELD Contractor: JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN Subcontractor: Concrete Supplier: KNIFE Truck #: 242158 Weather: CLEAR Cast By: M. SPENNER RI~ER .(METRO OPERATIONS) - QUALITY CONTROL Load #: 1 Test Time: 5: 20 AM Ticket#: 3222087 Air Temp. at Sampling Time: 65 Cylinders were cast for the following locations: ENTRY FOOTI.NG , Total Concrete Placement Location: ENTRY FOOTING DELI SLAB Strength Requirement: 3500 psi fc@ 28 Days Slump: 5.000" % Air: 1.00% Mix Number: 24 3NE'5 OVO Conc. Temp: ~ Cement Type: I Max Agg: 3/4" AdmixlAmt: NC2 Cubic Yards: .4 Register Number: 0006168 Lab Location: SALEM Set Test @ Date Test Total Area Unit Type Of Tested No. Davs Rec'd Date Load PSI Fracture Bv 7 08/07/2008 08/13/2008 52855 12.56 4210 2 SRT 28 108/07/2008 09/03/2008 69475 12.56 5530 4 SRT I 28 I 08/07/2008 09/03/2008 66980 12.56 5330 1 SRT I 28 I 08/07/2008 09/03/2008 67900 12.56 5410 2 SRT I I I I I I I I o Distribute attachments. Average fc@ 28 days 5420 Please see reverse side for additional information. Job Number: S0805400: Register Number: 0006168 Project: SAFEWAY STORE #109'4 REMODEL - SPRINGFIELD Date Molded: 08/06/2008 - AW ];. < I in. [25 mm] x Type 1 Reasonable well-formed cones on both ends_ less than 1 in. [25 mm] of cracking through caps Type 2 Well-Formed cone on one end, vertical cracks running through caps, no well-defined cone on other end Type 3 Columnar vertical cracking through both ends, no well-formed cones \ / I \ -" Type 4 Diagonal fracture with no cracking through ends; tap with hammer to. distinguish from Type 1 Type 5 .Side fractures at top or bottom (occur commonly with unbanded caps) Type 6 Similar to Type 5 but ;:nd of cylinder is pointed Asterisked (*) average unit PSI test results did not meet listed acceptance criteria. Remarks: SAFEWAY STORES INC - PHIL JUTTELSTAD TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH BENNER STANGE ASSOCIATES - JIM PARK JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN FAX/503-657-6496 FAX/503-384-0459 FAX/503-670-0235 FAX/360-696-9723 Project Manager: B. LEACH Reviewed By: Reviewed On 09/05/2008 Our report pertains to the material tested only. The infonnation contained in this report is provided subject to all tenns a ld conditions of CTl's General Conditions in effect at the time this report is prepared. No party other than those to whom CTl has distributed this report shall be entitled to use or rely upon the infonnation contained in this document.