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page four <br /> 28 November 2012 <br /> Ml2058MT <br /> . an internal angle of friction (phi) of sixteen (16) <br /> degrees, <br /> . cohesion of one-hundred twenty-eight (128) pounds per <br /> square foot and <br /> . a moist unit weight of one-hundred fifteen (115) pounds <br /> per cubic foot, <br /> The height of the embankment slope used in the analysis was 9.5 <br /> feet. The crest width of the embankment is 10 feet and the slope <br /> inclination is three (3) to one (1) (horizontal to vertical) . <br /> The calculated theoretical factor of safety for the configuration <br /> and the soil strength parameters is 1.53. <br /> If you have any questions or if we may be of further assistance <br /> please contact us. <br /> Respectfully submitt-• <br /> LAMBERT AND ASS'' <br /> Dennis Lambert, P.E. <br /> lEambnianthckereerfides <br /> CONSULTING GEOTECHNICAL ENGINEERS <br /> AND MATERIAL TESTING <br /> Appendix 2.05.3(4)-6 ' Page 5 December 2018(TR-19) <br />