Laserfiche WebLink
a.o <br />3.0 <br />2.0 <br />N <br />Y_ <br />N <br />W10 <br />K <br />N <br />C' <br />Q <br />W <br />ai 0.0 ' <br />0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 <br />HORIZONTAL DEFORMATION (IN.) <br /> <br /> <br />Sample <br />Boring <br />Depth Moisture <br />Content (°) Dry <br />Density <br />No. No. (FT) Before After (PCF) <br />1 ~ RB-2 0.00 14.4 24.5 82 <br />2 ~ RB-2 0.00 14.4 20.6 82 <br />3 • RB-2 0.00 14.4 19.5 82 <br />4 ~ RB-2 0.00 14.4 18.1 82 <br />LL, %: 29 PI, %: <br />Thickness (in): 1.0 <br />Strain Rate (in/min): <br />13 -200: 28 <br />Diameter (in): 2.87 <br />0.0095 <br />6.0 <br />a.o <br />a`i2.0 <br />Y <br />N <br />N <br />W <br />z <br />r <br />N <br />R' <br />a <br />w <br />y0.0 <br />0.0 2.0 <br />NORMAL STRESS (KSF) <br />Sample Description: SANDSTONE/SHALE "SPOIL" <br />Sample Type: BULK, REMOLDED TO 70% ASTM D698 <br />arks: PEAK STRENGTH AT 0.2 INCH DEFORMATION <br />28 <br />200 <br />Direct Shear Test Results <br /> <br /> <br />Sample <br />No. <br />Normal <br />Stress <br />(KSF) Peak <br />Shear <br />Stress <br />(KSF) ~ Residual <br />Shear <br />Stress <br />(KSF) ~ <br />1 0.5 0.5 <br />2 1 0.8 <br />3 2 1.2 <br />4 4 2.4 <br />Peak ~ (DEG): <br />Residual ~ (DEG): <br />Peak C (PSF): <br />Residual C (PSF): <br />Job No. 32,611 <br />Fig. B-5 <br />4.0 6.0 <br />