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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-31 Carlson Testing, Inc. Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (541) 330-9155 (503) 601-8250 (541) 345-0289 (503) 589-1252 (503) 684-3460 REPORT OF 4 X 8 CONCRETE CYLINDRICl'.L TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231 Date Molded: 03/01/2011 Permit#: SPR2010-00269 Client: MCDONALDS USA LLC - CLINT CAMERON Date Received: 03 /02/2011 Job Number: E1101131. Project:MCDONALDS SPRINGFIELD - REMODEL Address: 3405 GATEWAY ST - SPRINGFIELD, OR Jurisdiction: SPRINGFIELD Contractor: RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON Subcontractor: Concrete Supplier: EUGENE SAND & GRAVEL INC Truck #: 872 Load #: 1 Cast By: S. DAUGHTRY Weather: OVERCAST Test Time: 11:15 AM Ticket#: 2574613 Air Temp. at Sampling Time: 57 Cylinders were cast for the following locations: FREEZER SECTION AUGERED FOOTINGS AND MONOLITHIC SLAB ON GRADE Total Concrete Placement Location: FREEZER SECTION AUGERED FOOTINGS AND MONOLITHIC SLAB ON GRADE Strength Requirement: Mix Number: 313545 Admix/Amt: POZZ 80,MBAE90 3000 psi fc @ 28 Days Slump: 5.00 II % Air: Max Agg: 3/4 n Cubic Yards: 6.5 4.2% Concrete Temp: ~ Register Number: 0001217 Lab Location: EUGENE Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Davs Date Load Diameter PSI Fracture Tvoe Bv 7 03/08/2011 42030 4.00 12.56 3350 5 PAD 60 SD 28 03/29/2011 68225 4.00 12.56 5430 2 PAD 60 CS 28 03/29/2011 69650 4.00 12.56 5550 2 PAD 60 CS 28 03/29/2011 68825 4.00 12.56 '5480 2 PAD 60 CS Distribute attachments. Average fc @ 28 days 5490 o Please see reverse side for additional information. Job Number: E1ioll31. Register Number: 0001217 Proje<:t: MCDONALDS SPRINGFIELD - REMODEL Date Molded: 03/01/2011 < 1 in. [25 mm] \ Type 1 Reasonable well~fonned cones on both ends. less than 1 in. [25 mm j of cracking through caps Type 2 Well-Fonned cone on one end, vertical cracks running through caps, no well-defined cone on other end Type 3 Columnar venical crackinl! through both ends. no ~ well. formed cones r' ,I \ Type 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from T)!pe 1 Type 5 Side fractures at top or bottom (occur commonly with unhanded caps) Type 6 Similar to Type 5 but ~nd of cylinder is poimed Asterisked (*) average unit PSI test results did not meet listed acceptance criteria. Remarks: MCDONALDS USA LLC - CLINT CAMERON TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT DIBBLE ENGINEERING - ROBE DIBBLE RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON R~CH DUNCAN CONSTRUCTION INC - NATE COOKE Project Manager: B. LEACH Reviewed By: Reviewed On 03/31/2011 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 repon is provided subject to all terms and conditions of crr's General Conditions in effect at the time this report is prepared. No party other than those to whom crr has distributed this report shall be entitled to use or rely upon the information contained in this document.