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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 ICEIL ROAD NE - AURORA, OREGON <br /> <br />Contractor: ENGINEERED STRUCTURES INC. <br /> <br />Concrete Supplier: MORSE BRO~: _ <br /> <br />Cast By: P. SANETRA <br /> <br />Construction Inspection & Related Tests <br /> Geotechnical Consulting <br /> <br />Salem Office <br />4060 Hudson S~ <br />Salem, OR 97301 <br />Phone (503) 589-1252 <br />Fax (503) 589-1309 <br /> <br />Permit Number: 99-06760 <br /> <br />Subcontractor: <br /> <br />RECEIVED <br /> <br />_. MAR ON COUN'/y <br />BUILDING INSPECTION <br /> <br />Truck No. 212 Ticket No. 686974 <br /> <br />Cu Yds. 9.5 OF 19 <br /> <br />Load No. 3 <br /> <br />Weather: OVERCAST Temp High: 40° <br /> <br />Location of Placement: SLAB-ON-GRADE AT A-I-FI -6. <br /> SAMPLES TAKEN FROM SLAB-ON-GRADE AT G/2. <br /> <br />Temp Low: 35° <br /> <br />Test Time: 6:25 AM <br /> <br />Concrete Temp: 70° <br /> <br />Strength Requirement:4000 PSI ~ 28 days Slump: 4" Cement Type: <br />Mix No./No. Sacks: 6-15B Air Content: 1.6% Max. Aggregate: <br /> <br />Admix Amount: 1% I Brand: POZZ I Admix Amount: I Brand: HOT H20 <br /> SSt No. Test @ Register Date Date Test Total Load Area Unit Report Tested By <br /> Days Number Rcvd. PSI No. <br /> 1 7 1919-S 02-12 02-18 116595 28.26 4130 IE <br /> 28 03-10 145020 28.26 5130 TV <br /> 28 03-10 146085 28.26 5170 TV <br /> H 03-10 145450 28.26 5145 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 />CC: MARION COUNTY BUILDING DEPT. ~___~_~~~ <br /> Steven W. Leach <br /> Reviewed By: Branch Manager <br /> <br /> <br />