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displacement. The normal loads used were 1440 pcf, 2880 pcf and 5760 pcf. Results <br /> from the tests were plotted (Figs. 7 through 10) 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 /> CTUTHOMPSON, I C. <br /> A 7� <br /> G. Scot Gordon <br /> Geotechnical Staff Engineer <br /> Reviewed by: <br /> Ronald M. M�Or&e?, <br /> Associate <br /> 4 <br /> GSG:RMM:am 1' 4A' <br /> (5 copies sent) <br /> cc: Mr. Greg Lewicki <br /> 1645 Court Place <br /> Suite 209 <br /> Denver, Colorado 80202 <br />