Laserfiche WebLink
page four <br />28 November 2012 <br />M12058MT <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 submit <br />LAMBERT AND ASSDeTX <br />� <br />c - <br />Dennis 0. Lambert, P.E. <br />`Xia� mtbc� <br />CONSULTING GEOTECHNICAL ENGINEERS <br />AND MATERIAL TESTING <br />Appendix 2.05.3(4)-6 ' Page 5 December 2018 (TR -l9) <br />