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Test Readings • • a <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 27 0.1400 2.4640 78.4 5.8 2490 -0.0030 <br /> 28 0.1450 2.4325 77.4 6.0 2458 -0.0035 <br /> 29 0.1500 2.4105 76.7 6.2 2436 -0.0040 <br /> 30 0.1550 2.3853 75.9 6.5 2410 -0.0040 <br /> 31 0.1600 2.3601 75.1 6.7 2385 -0.0040 <br /> 32 0.1650 2.3381 74.4 6.9 2363 -0.0045 <br /> 33 0.1700 2.3129 73.6 7.1 2337 -0.0045 <br /> 34 0.1750 2.2940 73.0 7.3 2318 -0.0050 <br /> 35 0.1800 2.2720 72.2 7.5 2296 -0.0050 <br /> 36 0.1850 2.2500 71.5 7.7 2274 -0.0050 <br /> 37 0.1900 2.2374 71.1 7.9 2261 -0.0055 <br /> 38 0.1950 2.2248 70.7 8.1 2248 -0.0055 <br /> 39 0.2000 2.2091 70.2 8.3 2232 -0.0055 <br /> 40 0.2050 2.1965 69.8 8.5 2220 -0.0060 <br /> 41 0.2100 2.1839 69.4 8.7 2207 -0.0060 <br /> 42 0.2150 2.1745 69.1 9.0 2197 -0.0060 <br /> 43 0.2200 2.1619 68.7 9.2 2185 -0.0060 <br /> 44 0.2250 2.1556 68.5 9.4 2178 -0.0060 <br /> 45 0.2300 2.1493 68.3 9.6 2172 -0.0065 <br /> 46 0.2350 2.1367 67.9 9.8 2159 -0.0065 <br /> 47 0.2400 2.1304 67.7 10.0 2153 -0.0065 <br /> 48 0.2450 2.1178 67.3 10.2 2140 -0.0070 <br /> 49 0.2500 2.1052 66.9 10.4 2127 -0.0070 <br /> 50 0.2550 2.0926 66.5 10.6 2115 -0.0070 <br /> 51 0.2600 2.0769 66.0 10.8 2099 -0.0070 <br /> 52 0.2650 2.0612 65.5 11.0 2083 -0.0070 <br /> 53 0.2700 2.0486 65.1 11.2 2070 -0.0070 <br /> 54 0.2750 2.0297 64.5 11.4 2051 -0.0070 <br /> 55 0.2800 2.0140 64.0 11.7 2035 -0.0075 <br /> 56 0.2850 2.0014 63.6 11.9 2022 -0.0075 <br /> 57 0.2900 1.9857 63.1 12.1 2007 -0.0075 <br /> 58 0.2950 1.9731 62.7 12.3 1994 -0.0075 <br /> 59 0.3000 1.9636 62.4 12.5 1984 -0.0075 <br /> 60 0.3050 1.9510 62.0 12.7 1972 -0.0080 <br /> 61 0.3100 1.9384 61.6 12.9 1959 -0.0080 <br /> 62 0.3150 1.9290 61.3 13.1 1949 -0.0080 <br /> 63 0.3200 1.9133 60.8 13.3 1933 -0.0080 <br /> 64 0.3250 1.9007 60.4 13.5 1921 -0.0080 <br /> 65 0.3300 1.8850 59.9 13.7 1905 -0.0080 <br /> 66 0.3350 1.8724 59.5 13.9 1892 -0.0080 <br /> 67 0.3400 1.8598 59.1 14.2 1879 -0.0080 <br /> 68 0.3450 1.8503 58.8 14.4 1870 -0.0085 <br /> 69 0.3500 1.8409 58.5 14.6 1860 -0.0085 <br /> 70 0.3550 1.8283 58.1 14.8 1848 -0.0085 <br /> 71 0.3600 1.8157 57.7 15.0 1835 -0.0085 <br /> 72 0.3650 1.8094 57.5 15.2 1829 -0.0090 <br /> 73 0.3700 1.7968 57.1 15.4 1816 -0.0090 <br /> Knight Piesold Geotechnical Lab. <br />