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ASTM D 6836 - 02 (Method B) <br />Reading <br />Sample I.D. <br />Suction <br />CL - 37 <br />Test Date 12/30/05 - 2/06/06 <br />WT of Sample Ring= <br />70.17 <br />9 <br />JkPaj <br />WT of Sample Ring + Soil = <br />269.02 <br />9 <br />8.5 <br />Water Content = <br />15.6 <br />% <br />0.387 <br />Diameter of Sample Ring, D = <br />2.86 <br />in <br />3.449 <br />Height of Sam pie Ring, L = <br />1.0 <br />in <br />9 <br />Volume, V = <br />3.72E-03 <br />ft3 105.3 <br />cm3 <br />Dry Unit Weight = <br />102.00 <br />pcf 1.63 <br />Mg/M3 <br />Water WT = <br />26.83 <br />4 <br />29.5 <br />Solid WT = <br />172.02 <br />0.213 <br />0.349 <br />Add Water for saturation = <br />13.88 <br />9 Sr <br />99.20 <br />Saturated Water Content = <br />23.67 <br />% <br />57.8 <br />Tube Area. A = <br />0.19 <br />cm2 <br />0.298 <br />Applied Pressure <br />Reading <br />Water <br />out from <br />Soil <br />sample <br />Suction <br />Water <br />lContent <br />Volumetric <br />Water <br />Content <br />(ESI) <br />(cm) <br />(cc) <br />JkPaj <br />(%) <br />78 <br />0 <br />8.5 <br />0.000 <br />0.001 <br />0.237 <br />0.387 <br />0.5 <br />8.9 <br />0.076 <br />3.449 <br />0.236 <br />0.386 <br />1 <br />9 <br />0.095 <br />6.897 <br />0.236 <br />0.386 <br />2 <br />12.5 <br />0.760 <br />13.794 <br />0.232 <br />0.380 <br />4 <br />29.5 <br />3.990 <br />27.588 <br />0.213 <br />0.349 <br />8 <br />47 <br />7.315 <br />55.176 <br />0.194 <br />0.317 <br />15 <br />57.8 <br />9.367 <br />103.455 <br />0.182 <br />0.298 <br />30 <br />69.2 <br />11.533 <br />206.910, <br />0.170 <br />0.277 <br />50 <br />78.2 <br />13.243 <br />344.850 <br />0.160 <br />0.261 <br />95 <br />89.5 <br />15.390 <br />r <br />655.215 <br />0.147 <br />0.241 <br />Activity <br />Meter <br />Test <br />2490.00 <br />50400.00 <br />78000.00, <br />0.074 <br />0.120 <br />0.032 <br />0.052 <br />0.0251 <br />0.041 <br />Activitv Meter Test <br />Suction <br />Wt of Can <br />Wt of <br />Can + Wt of Can <br />Wet Soil +Dry Soil <br />Gravimetric <br />Water <br />Content <br />Volumetric <br />Water <br />Content <br />(Mga) <br />(2) <br />(2) <br />�%) <br />(%) <br />78 <br />--191- <br />7.4619, <br />15.2658, <br />15.0744, <br />0.025t____0.041 <br />50.4 <br />7.54931 <br />15.4063 <br />-1-5.16361 <br />0.0321 <br />0.052 <br />2.49 <br />7.50011 <br />15.69851 <br />15.13641 <br />0.0741 <br />0.120 <br />I <br />11 <br />rl <br />JI <br />11 <br />11 <br />11 <br />11 <br />11 <br />M <br />[I <br />11 <br />11 <br />11 <br />11 <br />11 <br />I L <br />11 <br />