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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/C1064/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 Supplier; MORSE BROS. <br /> <br />Cast By: P. SANETRA <br /> <br />Construction Inspection & Related Tests <br /> Geotechnical Consulting <br /> <br />Permil <br /> <br />Salem Office <br />4060 Hudson Street <br />Salem, OR 97301 <br />Phone (503) 589-1252 <br />1309 <br /> <br />2000 <br /> <br />Subcontractor: <br /> <br />Truck No. 187 <br /> <br />CuYds. 9.5OF 312 <br /> <br />Ticket No. 687009 <br />Load No. 36 <br /> <br />Weather: OVERCAST Temp High: 47° <br /> <br />Location of Placement: SLAB-ON-GRADE AT A-H/1-6. <br /> SAMPLES TAKEN FROM SLAB-ON-GRADE AT A.5/4. <br /> <br />Temp Low: 35° <br /> <br />Test Time: 10:35 AM <br /> <br />Concrete Temp: 73° <br /> <br />Strength Requirement: 4000 PSI (~ 28 days Slump: 4" Cement Type: <br />Mix NoJNo. Sacks: 6-15B Air Content: 1.5% Max. Aggregate: <br /> <br />Admix Amount: 1% [ Brand: POZZ I Admix Amount: t Brand: HOT H20 <br /> Sst No. Test @ Register Date Date Test Total Load Ama Unit Report Tested By <br /> Days Number Rcvd. PSI No. <br /> 4 7 1922-S 02-12 02-18 118755 28.26 4200 IE <br /> 28 03-10 150410 28.26 5320 TV <br /> 28 03-10 152495 28.26 5395 TV <br /> H 03-10 151860 28.26 5375 TV <br /> <br />Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without <br /> <br />CC: MARION COUNTY BUILDING DEPT. <br /> <br /> Steven W. Leach <br /> Branch Manager <br /> Reviewed By: <br /> <br /> <br />