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EXUDATION PPESSUPE - Ib/ in2 <br /> 800 60C 400 200 0 <br /> 2.4 100 <br /> 2.2 , - 22 I 90 <br /> 2.0 - 20 I 80 <br /> oc <br /> 1.8 18 70 <br /> F- <br /> = 1.6 - - 16 60 <br /> 0 <br /> J 1.4 - 14 50 <br /> co <br /> N 1.2 12 i 40 <br /> r <br /> m 1.0 10 30 <br /> V) 0.8 9 I 20 <br /> z <br /> u 0.6 - 6 10 <br /> r <br /> 0.4 - _ y 0 m <br /> O , <br /> L" 0.2 - 2 <br /> o <br /> c� 0 <br /> 0 02 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 22 2.4 2.6 2.8 3.0 32 3.4 3.6 <br /> COVER THICKNESS BY EXPANSION PRESSURE - fr <br /> SPECIMEN A B C <br /> EXUDATION PRESSURE , Ib/in2 271* 446* <br /> EXPANSION DIAL ( . 0001'') 31 40 <br /> EXPANSION PRESSURE , Ib/ ft2 134 173 <br /> RESISTANCE VALUE , R 7 10 <br /> MOISTURE AT TEST 29.3 26.9 <br /> DRY DENSITY AT TEST , lb/ft3 91.4 94.6 <br /> R VALUE AT 300 1b/in2 EXUDATION PRESSURE 5 <br /> R VALUE BY EXPANSION PRESSURE (TI = ) <br /> * Sample Extruded <br /> ,Arco - Stockton SOIL R-VALUE <br /> BALBI & CHANG ASSOCIATES PROJECT NO. 1525-69 DATE 08/19/91 <br /> Geotechnical Consultants / Materials Testing PREPARED BY GYM PLATE A_7 <br />