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3 _ <br /> ' Y <br /> t <br /> i 4 <br /> 2 -' <br /> i . <br /> LLJ <br /> w. <br /> ! <br /> r <br /> q. <br /> q � { <br /> i { <br /> e. <br /> W t.. <br /> N 2 3 <br /> 1 <br /> NORMAL STRESS Q, kip/ft, <br /> BORING N0. 3 SAMPLE NO. 1 DEPTH, ft 5 <br /> DESCRIPTION <br /> SYMBOL <br /> DRY DENSITY 1 b/ft3 1 nn a 92 .5 <br /> INITIAL WATER CONTENT % _ '3 11 _4 7 .5 <br /> FINAL WATER CONTENT % <br /> NORMAL STRESS a, kip/ft2 0 .63 1 . 18 2 .29 <br /> SHEAR STRESS 1 , kip/ft2 n 55 0 - 96-- 1 ,80 <br /> ANGLE OF INTERNAL FRICTION, 37° <br /> COHESION, kip/ft2 0 .01 <br /> LOVELACE TRANSFER STATION PLATE <br /> KLEIN FELDER <br /> DIRECT SHEAR TEST A. 23 <br /> PROJECT NO. 20-3668-O1 F-41 <br />