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C7 <br />0 <br />NO SOIL INVOLVED IN THIS TEST <br />Width, in. =11.82 <br />Area, <br />in." =139.712 <br />Normal stress = 6000 psf <br />Strain rate, inJmin. = 0.200 <br />Fail. Stress = 1346.1 psf at <br />reading no. 50 <br />Ult. Stress <br />= 1346.1 psf at <br />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 />0.0190 <br />1010.00 <br />1012.0 <br />0.2 <br />1043.1 <br />0.0010 <br />2 <br />0.0410 <br />997.00 <br />999.0 <br />0.3 <br />1029.7 <br />0.0010 <br />3 <br />0.0610 <br />999.00 <br />1001.0 <br />0.5 <br />1031.7 <br />0.0010 <br />4 <br />0.0820 <br />1009.00 <br />1011.0 <br />0.7 <br />1042.0 <br />0.0010 <br />5 <br />0.1030 <br />1035.00 <br />1037.0 <br />0.9 <br />1068.8 <br />0.0011 <br />6 <br />0.1230 <br />1062.00 <br />1064.0 <br />1.0 <br />1096.7 <br />0.0011 <br />7 <br />0.1440 <br />1069.00 <br />1071.0 <br />1.2 <br />1103.9 <br />0M12 <br />8 <br />0.1640 <br />1079.00 <br />1081.0 <br />1.4 <br />1114.2 <br />0.0012 <br />9 <br />0.1850 <br />1091.00 <br />1093.0 <br />1.6 <br />1126.5 <br />0.0013 <br />10 <br />0.2050 <br />1093.00 <br />1095.0 <br />1.7 <br />1128.6 <br />0.0013 <br />11 <br />0.2250 <br />1097.00 <br />1099.0 <br />1.9 <br />1132.7 <br />0.0014 <br />12 <br />0.2450 <br />1102.00 <br />1104.0 <br />2.1 <br />1137.9 <br />0.0014 <br />13 <br />0.2660 <br />1108.00 <br />1110.0 <br />2.3 <br />1144.1 <br />0.0015 <br />14 <br />0.2870 <br />1112.00 <br />1114.0 <br />2.4 <br />1148.2 <br />0.0015 <br />15 <br />0.3080 <br />1118.00 <br />1120.0 <br />2.6 <br />1154.4 <br />0.0016 <br />16 <br />0.3290 <br />1124.00 <br />1126.0 <br />2.8 <br />1160.6 <br />0.0016 <br />17 <br />0.3510 <br />1128.00 <br />1130.0 <br />3.0 <br />1164.7 <br />0.0017 <br />18 <br />0.3720 <br />1133.00 <br />1135.0 <br />3.1 <br />1169.8 <br />0.0017 <br />19 <br />0.3930 <br />1138.00 <br />1140.0 <br />3.3 <br />1175.0 <br />0.0017 <br />20 <br />0.4140 <br />1144.00 <br />1146.0 <br />3.5 <br />1181.2 <br />0.0018 <br />21 <br />0.4360 <br />1148.00 <br />1150.0 <br />3.7 <br />1185.3 <br />0.0018 <br />22 <br />0.4560 <br />1151.00 <br />1153.0 <br />3.9 <br />1188.4 <br />0.0019 <br />23 <br />0.4760 <br />1155.00 <br />1157.0 <br />4.0 <br />1192.5 <br />0.0020 <br />24 <br />0.4970 <br />1158.00 <br />1160.0 <br />4.2 <br />1195.6 <br />0.0021 <br />25 <br />0.5180 <br />1160.00 <br />1162.0 <br />4.4 <br />1197.7 <br />0.0021 <br />26 <br />0.5400 <br />1163.00 <br />1165.0 <br />4.6 <br />1200.8 <br />0.0022 <br />27 <br />0.6020 <br />1172.00 <br />1174.0 <br />5.1 <br />1210.0 <br />0.0024 <br />28 <br />0.6450 <br />1178.00 <br />1180.0 <br />5.5 <br />1216.2 <br />0.0025 <br />29 <br />0.7060 <br />1186.00 <br />1188.0 <br />6.0 <br />1224.5 <br />0.0026 <br />30 <br />0.7470 <br />1187.00 <br />1189.0 <br />6.3 <br />1225.5 <br />0.0027 <br />31 <br />0.8090 <br />1197.00 <br />1199.0 <br />6.8 <br />1235.8 <br />0.0030 <br />32 <br />0.8500 <br />1200.00 <br />1202.0 <br />7.2 <br />1238.9 <br />0.0031 <br />33 <br />0.8920 <br />1205.00 <br />1207.0 <br />7.5 <br />1244.0 <br />0.0032 <br />34 <br />0.9530 <br />1206.00 <br />1208.0 <br />8.1 <br />1245.1 <br />.0.0033 <br />35 <br />0.9940 <br />1205.00 <br />1207.0 <br />8.4 <br />1244.0 <br />0.0033 <br />36 <br />1.0970 <br />1213.00 <br />1215.0 <br />9.3 <br />1252.3 <br />0.0036 <br />37 <br />1.2000 <br />1217.80 <br />1219.8 <br />10.2 <br />1257.2 <br />0.0038 <br />38 <br />1.3020 <br />1222.00 <br />1224.0 <br />11.0 <br />1261.6 <br />0.0040 <br />EMCONIOWT, Inc. <br />