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AET #95-2169 - Page 4 <br />No standing water was present in the bottom of the excavation. <br />During the period from August 8 to 18, 1995, we conducted twelve (12) density tests in fill placed <br />to attain proposed footing and floor grade. The density tests were conducted on an intermittent <br />trip basis. The field density tests were evaluated against the laboratory Standard Proctor <br />maximum dry density (ASTM: D698) to arrive at a percent compaction level for each test. The <br />results of the tests, which are attached, indicate the recommended compaction level was finally <br />achieved at the locations and elevations tested. The fill in the areas of Tests #3 and #5 was <br />removed and replaced with a different fill type. Tests taken in the new fill met or exceeded <br />recommended compaction levels. <br />The following sheets are attached and constitute an integral part of this report: <br />Report of Density Tests <br />Earthwork Quality Control Information <br />Freezing Weather Effects on Building Construction <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 <br />to parties other than the addressee. <br />