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Test Readings i i <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 13 0.0650 0.9650 47.5 3.4 2339 0.0035 <br /> 14 0.0700 0.9813 48.3 3.6 2379 0.0035 <br /> 15 0.0750 1.0016 49.3 3.9 2428 0.0035 <br /> 16 0.0800 1.0138 49.9 4.1 2458 0.0035 <br /> 17 0.0850 0.9975 49.1 4.4 2418 0.0035 <br /> 18 0.0900 0.9894 48.7 4.7 2398 0.0040 <br /> 19 0.0950 0.9772 48.1 4.9 2369 0.0040 <br /> 20 0.1000 0.9671 47.6 5.2 2344 0.0045 <br /> 21 0.1050 0.9650 47.5 5.4 2339 0.0045 <br /> 22 0.1100 0.9610 47.3 5.7 2330 0.0050 <br /> 23 0.1150 0.9610 47.3 6.0 2330 0.0050 <br /> 24 0.1250 0.9691 47.7 6.5 2349 0.0050 <br /> 25 0.1300 0.9772 48.1 6.7 2369 0.0050 <br /> 26 0.1350 0.9813 48.3 7.0 2379 0.0055 <br /> 27 0.1400 0.9772 48.1 7.3 2369 0.0055 <br /> 28 0.1450 0.9610 47.3 7.5 2330 0.0055 <br /> 29 0.1500 0.9366 46.1 7.8 2270 0.0060 <br /> 30 0.1550 0.9203 45.3 8.0 2231 0.0060 <br /> 31 0.1600 0.9081 44.7 8.3 2201 0.0060 <br /> 32 0.1650 0.9000 44.3 8.5 2182 0.0060 <br /> 33 0.1700 0.8919 43.9 8.8 2162 0.0065 <br /> 34 0.1750 0.8878 43.7 9.1 2152 0.0065 <br /> 35 0.1800 0.8838 43.5 9.3 2142 0.0065 <br /> 36 0.1850 0.8756 43.1 9.6 2123 0.0065 <br /> 37 0.1900 0.8716 42.9 9.8 2113 0.0070 <br /> 38 0.1950 0.8675 42.7 10.1 2103 0.0070 <br /> 39 0.2000 0.8634 42.5 10.4 2093 0.0070 <br /> 40 0.2050 0.8269 40.7 10.6 2004 0.0070 <br /> 41 0.2100 0.8187 40.3 10.9 1985 0.0070 <br /> 42 0.2150 0.8106 39.9 11.1 1965 0.0075 <br /> 43 0.2200 0.8025 39.5 11.4 1945 0.0075 <br /> 44 0.2250 0.7903 38.9 11.7 1916 0.0075 <br /> 45 0.2300 0.7822 38.5 11.9 1896 0.0075 <br /> 46 0.2350 0.7740 38.1 12.2 1876 0.0075 <br /> 47 0.2400 0.7740 38.1 12.4 1876 0.0080 <br /> 48 0.2450 0.7700 37.9 12.7 1867 0.0080 <br /> 49 0.2500 0.7659 37.7 13.0 1857 0.0080 <br /> 50 0.2550 0.7619 37.5 13.2 1847 0.0080 <br /> 51 0.2600 0.7578 37.3 13.5 1837 0.0080 <br /> 52 0.2650 0.7476 36.8 13.7 1812 0.0080 <br /> 53 0.2700 0.7436 36.6 14.0 1803 0.0080 <br /> 54 0.2750 0.7375 36.3 14.2 1788 0.0080 <br /> 55 0.2800 0.7253 35.7 14.5 1758 0.0085 <br /> 56 0.2850 0.7212 35.5 14.8 1748 0.0085 <br /> 57 0.2900 0.7172 35.3 15.0 1739 0.0085 <br /> 58 0.2950 0.7090 34.9 15.3 1719 0.0090 <br /> 59 0.3000 0.7050 34.7 15.5 1709 0.0090 <br /> Knight Piesold Geotechnical Lab. <br />