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Horizontal <br />Def. Dial <br />Load <br />Load <br />Strain <br />Shear <br />Stress <br />Vertical <br />Def. Dial <br />No. <br />in. <br />Dial <br />lbs. <br />% <br />psf <br />in. <br />39 <br />1.4000 <br />397.00 <br />373.0 <br />11.8 <br />384.4 <br />0.0063 <br />40 <br />1.5000 <br />394.00 <br />370.0 <br />12.7 <br />381.4 <br />0.0065 <br />41 <br />1.6000 <br />392.00 <br />368.0 <br />13.5 <br />379.3 <br />0.0066 <br />42 <br />1.7000 <br />413.00 <br />389.0 <br />14.4 <br />400.9 <br />0.0068 <br />43 <br />1.8000 <br />434.00 <br />410.0 <br />15.2 <br />422.6 <br />0.0070 <br />44 <br />1.9000 <br />423.00 <br />399.0 <br />16.1 <br />411.2 <br />0.0072 <br />45 <br />2.0000 <br />413.00 <br />389.0 <br />16.9 <br />400.9 <br />0.0076 <br />46 <br />2.2000 <br />427.00 <br />403.0 <br />18.6 <br />415.4 <br />0.0082 <br />47 <br />2.4000 <br />411.00 <br />387.0 <br />20.3 <br />398.9 <br />0.0088 <br />48 <br />2.6000 <br />429.00 <br />405.0 <br />22.0 <br />417.4 <br />0.0089 <br />49 <br />2.8000 <br />444.00 <br />420.0 <br />23.7 <br />432.9 <br />0.0094 <br />50 <br />3.0000 <br />427.00 <br />403.0 <br />25.4 <br />415.4 <br />0.0102 <br />NO SOIL INVOLVED IN THIS TEST <br />Width, <br />in. =11.82 <br />Area, <br />in? =139.712 <br />Normal stress= 10000 psf <br />Strain rate, inJmin. = 0.200 <br />Fail. Stress = 2559.2 <br />psf at reading no. 50 <br />Ult. Stress = 2559.2 psf at reading no. 50 <br />Horizontal <br />Shear <br />Vertical <br />Def. Dial <br />Load <br />Load <br />Strain <br />Stress <br />Def. Dial <br />No. <br />In. <br />Dial <br />lbs. <br />% <br />psf <br />in. <br />0 <br />0.0000 <br />3.00 <br />0.0 <br />0.0 <br />0.0 <br />0.0000 <br />1 <br />0.0200 <br />1183.00 <br />1180.0 <br />0.2 <br />1216.2 <br />0.0020 <br />2 <br />0.0400 <br />1950.00 <br />1947.0 <br />0.3 <br />2006.8 <br />0.0025 <br />3 <br />0.0600 <br />1987.00 <br />1984.0 <br />0.5 <br />2044.9 <br />0.0026 <br />4 <br />0.0800 <br />2013.00 <br />2010.0 <br />0.7 <br />2071.7 <br />0.0027 <br />5 <br />0.1000 <br />1975.00 <br />1972.0 <br />0.8 <br />2032.5 <br />0.0028 <br />6 <br />0.1200 <br />2011.00 <br />2008.0 <br />1.0 <br />2069.6 <br />0.0028 <br />7 <br />0.1400 <br />2047.00 <br />2044.0 <br />1.2 <br />2106.7 <br />0.0029 <br />8 <br />0.1600 <br />2082.00 <br />2079.0 <br />1.4 <br />2142.8 <br />0.0030 <br />9 <br />0.1800 <br />2112.00 <br />2109.0 <br />1.5 <br />2173.7 <br />0.0031 <br />16 <br />0.2000 <br />2128.00 <br />2125.0 <br />1.7 <br />2190.2 <br />0.0032 <br />11 <br />0.2200 <br />2155.00 <br />2152.0 <br />1.9 <br />2218.0 <br />0.0033 <br />12 <br />0.2400 <br />2166.00 <br />2163.0 <br />2.0 <br />2229.4 <br />0.0034 <br />13 <br />0.2600 <br />2187.00 <br />2184.0 <br />2.2 <br />2251.0 <br />0.0034 <br />14 <br />0.2800 <br />2195.00 <br />2192.0 <br />2.4 <br />2259.3 <br />0.0035 <br />15 <br />0.3000 <br />2204.00 <br />2201.0 <br />2.5 <br />2268.5 <br />0.0035 <br />16 <br />0.3200 <br />2212.00 <br />2209.0 <br />2.7 <br />2276.8 <br />0.0035 <br />17 <br />0.3400 <br />2218.00 <br />2215.0 <br />2.9 <br />2283.0 <br />0.0030 <br />18 <br />0.3600 <br />2223.00 <br />2220.0 <br />3.0 <br />2288.1 <br />0.0036 <br />19 <br />0.3800 <br />2231.00 <br />2228.0 <br />3.2 <br />2296.4 <br />0.0038 <br />20 <br />0.4000 <br />2236.00 <br />2233.0 <br />3.4 <br />2301.5 <br />0.0039 <br />21 <br />0.4200 <br />2246.00 <br />2243.0 <br />3.6 <br />2311.8 <br />0.0040 <br />22 <br />0.4400 <br />2250.00 <br />2247.0 <br />3.7 <br />2316.0 <br />0.0040 <br />EMCON/OWT, Inc. <br />