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AET Job No. 20-04684 - Page 4 of 4 <br /> should be capable of supporting unit stresses of at least 3,500 psf. The naturally deposited soils <br /> were judged suitable for support of the footing loads. The observed footing excavations <br /> terminated at approximately planned bottom-of-footing elevations. <br /> CLOSURE <br /> To protect the client, the public and American Engineering Testing, Inc., this report (and all <br /> supporting information) is provided for the addressee's own use. No representations are made to <br /> parties other than the addressee. <br /> Our services for this project have been conducted to those standards considered normal for <br /> services of this type at this time and location. Other than this, no warranty, either express or <br /> implied, is intended. <br /> SIGNATURES <br /> Report Prepared By: Report Reviewed By: <br /> American Engineering Testing, Inc. American Engineering Testing, Inc. <br /> &/s/71 ,/ i(didpi4/ <br /> J septi G. Bentler, EIT Michael P. McCarthy, PE <br /> Staff Engineer I Principal Engineer <br /> MN License No. 16688 <br /> Attachments: <br /> Earthwork Quality Control Information <br /> Freezing Weather Effects on Building Construction <br />