Laserfiche WebLink
BRAUN <br /> I NTE BTEC <br /> Compressive Strength of Concrete Cylinder Report Date: 8/6/10 <br /> Test Method: ASTM C39,4x8 Cylinder LIMS WO#: 1007359 <br /> Client: Chad Rettke Project: BL-08-02099E <br /> Kraus-Anderson Construction Company Orono IS/ES 2010 Phase 2 Additions <br /> PO Box 158 685-765 Old Crystal Bay Road N <br /> 8625 Rendova St NE,Midwest Division Orono,MN 55356 <br /> Circle Pines,MN 55014-0158 Client Project: 90271 <br /> Field Test Conditions and Results ASTM C31* <br /> Set Number: 5 Mix Design: 4556PF <br /> Date Cast: 07/29/10 Supplier: Cemstone <br /> Time Cast: 12:10 pm Specified Air(%): 6.5+/-1.5 <br /> Date Received: 07/30/10 Specified Strength(psi): 4,000 <br /> Measured Slump(in.):(ASTM C143) 41/2 Truck Number: 785 <br /> Measured Air(%): (ASTM C231) 5.2 Ticket Number: 2489203 <br /> Concrete Temp.(°F): (ASTM C 1064) 84 Cylinders per Set: 5 <br /> Air Temp. (°F): 85 Cylinders Cast By: Kollmann,Kaleb J <br /> Liquid Added On Site: None <br /> Placement Location: Building Exterior,Slab on Grade,Loading Dock Leveler Pit <br /> Sample Location/Notes: NE Comer <br /> Compression Test Results <br /> Field Lab Test Max. Cylinder Cylinder <br /> Break Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks <br /> Sample No. Date (days) (days) (days) (pounds) (in.) (sq.in.) (psi) Type Method** Code(s) <br /> 5-1 8/5/10 1 6 7 43,810 4.00 12.57 3,490 4 N B2 <br /> * Concrete sampled in accordance with ASTM C172 <br /> *Capping Method:N=ASTM C1231, Unbonded Caps S=ASTM C617,Suter Caps <br /> Break Remarks: <br /> B2 The 7 day test result projects that the specified strength will likely be met at 28 days according to a typical <br /> age-strength relationship. <br /> Types of Fracture <br /> 0 9 E [111 4vak <br /> TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Van Abel,Josh <br /> I approve the document Aug 06 2010 <br /> ver 1.3c Page 1 of 1 <br />