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Carlson Testing, Inc. <br /> <br />REPORT OF (4) 6X12 CONCRETE TEST SPECIMENS <br /> <br />Test Methods: ASTM C172/C39/C31/C143/CI064/C231 <br /> <br />Date Molded: 2/11/00 Job Number: 99-S 1296 <br /> <br />Client: ENGINEERED STRUCTURES INC. - RICK ADAMEK <br /> <br />Project: AURORA AIRPORT - H-D AVIATION <br /> <br />Address: 14401 KEIL ROAD NE - AURORA, OREGON <br /> <br />Contractor: ENGINEERED STRUCTURES INC. <br /> <br />Concrete Supplierj MORSE BROS~ <br /> <br />Cast By: P. SANETRA <br /> <br />Construction Inspection & Related Tests <br /> Geotechnical Consulting <br /> <br />Salem Office <br />4060 Hudson Street <br />Salem, OR 97301 <br />Phone (503) 589-1252 <br />Fax (503) 589-1309 <br /> <br />Permit Number: ,,.Oi ECEiVE, <br /> <br /> MARION COUNTY <br /> BUILDING INSPECTION <br /> <br />Subcontractor: <br /> <br />TruekNo. 2178 <br /> <br />CuYds. 9.5 OF 135 <br /> <br />Ticket No. 686_9~84 <br /> <br />Load No. 14 <br /> <br />Weather: OVERCAST Temp High: 40° <br /> <br />Location of Placement: SLAB-ON-GRADE AT A-H/l-6. <br /> SAMPLES TAKEN FROM SLAB-ON-GRADE AT E/4. <br /> <br />Temp Low: 35° <br /> <br />Test Time: 7:58 AM <br /> <br />Concrete Temp: 70° <br /> <br />Strength Requirement: 4000 PSI ~ 28 days Slump: 4 ~A" Cement Type: <br />Mix No./No. Sacks: 6-15B Air Content: 1.8% Max. Aggregate: <br /> <br />Admix Amount: 1% I Brand: POZZ I Admix Amount: I Brand: HOT I-I20 <br /> Set No. Test ¢~ Register Date Date Test Total Load Area Unit Report Tested By <br /> Days Number Rcvd. PSI No. <br /> 2 7 1920-S 02-12 02-18 120100 28.26 4250 iE <br /> 28 03-10 144260 28.26 5105 TV <br /> 28 03-10 143920 28.26 5090 TV <br /> H 03-10 144900 28.26 5130 TV <br /> <br />Remarks: <br /> <br />Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without <br />prior authorization from this office. <br /> <br /> Steven W. Leach <br />Reviewed By: Branch Manager <br /> <br /> <br />