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under a different normal load, to determine the effects upon shear resistance and <br />displacement. The normal Toads used were 1440 pcf, 2880 pcf and 5760 pcf. Results <br />from the tests were plotted (Figs. 6 through 9) to determine the cohesion and angle of <br />friction of the minus 3/8 inch material. <br />If we can be of further service in discussing the contents of this letter, please call. <br />Very truly yours, <br />CTL/THOMPSON, INC. <br />/ <br />G. Scot Gordon <br />Geotechnical Staff Engineer <br />Reviewed by: <br />Ronald M. M <br />Associate <br />GSG:RMM:am <br />(5 copies sent) <br />cc: Mr. Greg Lewicki <br />1645 Court Place <br />Suite 309 <br />Denver, Colorado 80202 <br />2 <br />