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Horizontal <br />Load <br />Strain <br />Shear <br />Stress <br />Vertical <br />Def. Dial <br />No. <br />Def. Dial <br />in. <br />Load <br />Dial <br />lbs. <br />% <br />psf <br />in. <br />39 <br />1.4050 <br />1219.00 <br />1221.0 <br />11.9 <br />1258.5 <br />0.0041 <br />40 <br />1.5080 <br />1220.00 <br />1222.0 <br />12.8 <br />1259.5 <br />0.0042 <br />41 <br />1.6110 <br />1224.00 <br />1226.0 <br />13.6 <br />1263.6 <br />0.0044 <br />42 <br />1.6950 <br />1227.00 <br />1229.0 <br />14.3 <br />1266.7 <br />0.0046 <br />43 <br />1.7980 <br />1238.00 <br />1240.0 <br />15.2 <br />1278.1 <br />0.0048 <br />44 <br />1.9030 <br />1247.00 <br />1249.0 <br />16.1 <br />1287.3 <br />0.0049 <br />45 <br />2.0090 <br />1253.00 <br />1255.0 <br />17.0 <br />1293.5 <br />0.0050 <br />46 <br />2.1990 <br />1266.00 <br />1268.0 <br />18.6 <br />1306.9 <br />0.0052 <br />47 <br />2.4060 <br />1272.00 <br />1274.0 <br />20.4 <br />1313.1 <br />0.0055 <br />48 <br />2.5950 <br />1278.00 <br />1280.0 <br />22.0 <br />1319.3 <br />0.0057 <br />49 <br />2.8030 <br />1274.00 <br />1276.0 <br />23.7 <br />1315.2 <br />0.0059 <br />50 <br />3.0100 <br />1304.00 <br />1306.0 <br />25.5 <br />1346.1 <br />0.0061 Jill <br />NO SOIL INVOLVED IN THIS TEST <br />Width, in. = 11.82 <br />Area, in? = 139.712 <br />Normal stress= 10000 psf <br />Strain rate, inJmin. = 0.200 <br />Fail. Stress = 2805.5 psf at reading <br />no. 45 <br />Ult. Stress = 2801.2 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 />-2.00 <br />0.0 <br />0.0 <br />0.0 <br />0.0000 <br />1 <br />0.0120 <br />1022.50 <br />1024.5 <br />0.1 <br />1055.9 <br />0.0012 <br />2 <br />0.0310 <br />2546.70 <br />2548.7 <br />0.3 <br />2626.9 <br />0.0015 <br />3 <br />0.0530 <br />2400.00 <br />2402.0 <br />0.4 <br />2475.7 <br />0.0015 <br />4 <br />0.0740 <br />2373.00 <br />2375.0 <br />0.6 <br />°2447.9 <br />0.0015 <br />5 <br />0.0950 <br />2366.00 <br />2368.0 <br />0.8 <br />2440.7 <br />0.0016 <br />6 <br />0.1160 <br />2379.00 <br />2381.0 <br />1.0 <br />2454.1 <br />0.0016 <br />7 <br />0.1370 <br />2424.00 <br />2426.0 <br />1.2 <br />2500.5 <br />0.0016 <br />8 <br />0.1570 <br />2464.70 <br />2466.7 <br />1.3 <br />2542.4 <br />0.0016 <br />9 <br />0.1790 <br />2483.30 <br />2485.3 <br />1.5 <br />2561.6 <br />0.0016 <br />10 <br />0.1990 <br />2510.00 <br />2512.0 <br />1.7 <br />2589.1 <br />0.0017 <br />11 <br />0.2210 <br />2519.70 <br />2521.7 <br />1.9 <br />2599.1 <br />0.0017 <br />12 <br />0.2420 <br />2529.00 <br />2531.0 <br />2.0 <br />2608.7 <br />0.0018 <br />13 <br />0.2630 <br />2534.00 <br />2536.0 <br />2.2 <br />2613.8 <br />0.0019 <br />14 <br />0.2830 <br />2543.00 <br />2545.0 <br />2.4 <br />2623.1 <br />0.0020 <br />15 <br />0.3030 <br />2553.30 <br />2555.3 <br />2.6 <br />2633.7 <br />0.0020 <br />16 <br />0.3240 <br />2558.00 <br />2560.0 <br />2.7 <br />2638.6 <br />0.0021 <br />17 <br />0.3450 <br />2564.00 <br />2566.0 <br />2.9 <br />2644.7 <br />0.0022 <br />18 <br />0.3650 <br />2570.50 <br />2572.5 <br />3.1 <br />2651.4 <br />0.0022 <br />19 <br />0.3860 <br />2575.00 <br />2577.0 <br />3.3 <br />2656.1 <br />0.0023 <br />20 <br />0.4070 <br />2582.00 <br />2584.0 <br />3.4 <br />2663.3 <br />0.0023 <br />21 <br />0.4280 <br />2585.00 <br />2587.0 <br />3.6 <br />2666.4 <br />0.0024 <br />22 <br />0.4490 <br />2589.00 <br />2591.0 <br />3.8 <br />2670.5 <br />0.0024 <br />EMCON/OWT, Inc. <br />