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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-S1296 <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 STRUCTU1LES INC. <br /> <br />Concrete Supplier: MORSE BROS. <br /> <br />Cast By: P. SANETRA <br /> <br />Construction Inspection & Related Tests <br /> Geotechnical Consulting <br /> <br />S~ernOffiee <br />4060Hudson Sweet <br />S~em, OR97301 <br />Phone(503)589-1252 <br />Fax(503) 589-1309 <br /> <br />Permit Number: 99_-06760 <br /> <br /> FEB 2 4 2000 <br /> MARION COUNTY <br /> BUILDING/NSPECT~ON <br /> <br />Subcontractor: <br /> <br />Truck No. 177 <br /> <br />Ticket No. 687001 <br /> <br />Cu Yds. 9.5 OF 255 <br /> <br />Load No. 29 <br /> <br />Weather: OVERCAST Temp High: 45° <br /> <br />Location of Placement: SLAB-ON-GRADE AT A-I-F1-6. <br /> SAMPLES TAKEN FROM SLAB-ON-GRADE AT C/3. <br /> <br />Temp Low: 35° <br /> <br />Test Time: 9:58 AM <br /> <br />Concrete Temp: 73° <br /> <br />Strength Requirement: 4000 PSI ~128 days <br /> <br />Slump: 4 ¼" <br /> <br />Cement Type: <br /> <br />Mix NoJNo. Sacks: 6-15B <br /> <br />Air Content: 1.8% <br /> <br />Max. Aggregate: <br /> <br />Admix Amount: 1% [ Brand: POZZ I Admix Amount: ] Brand: HOT H20 <br /> Set No. Test @ Register Date Date Test Total Load Area Unit Report Tested By <br /> Days Number Rcvd. PSI No. <br /> 3 7 1921-S 02-12 02-18 119490 28.26 4230 IE <br /> 28 03-10 <br /> 28 03-10 <br /> H 03-10 <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 />CC: MARION COUNTY BUILDING DEPT. <br /> <br /> Steven W. Leach <br /> Branch Manager <br /> Reviewed By: <br /> <br /> <br />