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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Transport Tire, Inc. <br /> <br />-16- <br /> <br />Harch 1,- 1983 <br /> <br />uniform densification of the fill materials to the minimum degree of <br /> <br />density recommended in this report. If you wish, we would welcome the <br /> <br />opportunity to provide field construction services for you during <br /> <br />construction. <br /> <br />The analysis and recommendations submitted in this report are based upon <br /> <br />the data obtained from the soil borings performed at the locations <br /> <br />indicated on the location diagram and the structural information as related <br /> <br />in the Introduction of this report. This report does not reflect any <br /> <br />variations which may occur between borings. In the performance of <br /> <br />subsurface explorations, specific information is obtained as specific <br /> <br />locations and at specific times. However, variation~ in soil and rock <br /> <br />conditions exist on most sites between boring locations and also such <br /> <br />situations as ground water levels vary from time to time. The nature and <br /> <br />extent of variations may not become evident until the course of <br /> <br />construction. If variations then appear evident, it will be necessary for <br /> <br />a re-evaluation of the recommendations of this report after performing <br /> <br />on-site observations during construction and noting the characteristics of <br /> <br />any variations. <br /> <br />STS Consultants, Ltd. <br />