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ReadingsTest Horizontal Shear Vertical Def.Dial Load Load Strain Stress Def.Dial No. in. Dial lbs. % psf in. 19 0.0950 1.2737 65.1 5.0 3327 0.0020 20 0.1000 1.2815 65.5 5.3 3347 0.0020 21 0.1050 1.2854 65.7 5.5 3357 0.0020 22 0.1100 1.2913 66.0 5.8 3373 0.0020 23 0.1150 1.2913 66.0 6.1 3373 0.0020 24 0.1200 1.2894 65.9 6.3 3367 0.0020 25 0.1250 1.2815 65.5 6.6 3347 0.0020 26 0.1300 1.2659 64.7 6.9 3306 0.0020 27 0.1350 1.2502 63.9 7.1 3265 0.0025 28 0.1400 1.2346 63.1 7.4 3224 0.0025 29 0.1450 1.2209 62.4 7.7 3189 0.0030 30 0.1500 1.2111 61.9 7.9 3163 0.0030 31 0.1550 1.2013 61.4 8.2 3138 0.0030 32 0.1600 1.1935 61.0 8.4 3117 0.0035 33 0.1650 1.1876 60.7 8.7 3102 0.0035 34 0.1700 1.1817 60.4 9.0 3086 0.0040 35 0.1750 1.1720 59.9 9.2 3061 0.0040 36 0.1800 1.1641 59.5 9.5 3040 0.0045 37 0.1850 1.1622 59.4 9.8 3035 0.0045 38 0.1900 1.1602 59.3 10.0 3030 0.0050 39 0.1950 1.1563 59.1 10.3 3020 0.0055 40 0.2000 1.1544 59.0 10.6 3015 0.0055 41 0.2050 1.1524 58.9 10.8 3010 0.0060 42 0.2100 1.1524 58.9 11.1 3010 0.0060 43 0.2150 1.1485 58.7 11.4 3000 0.0065 44 0.2200 1.1446 58.5 11.6 2989 0.0070 45 0.2250 1.1407 58.3 11.9 2979 0.0070 46 0.2300 1.1387 58.2 12.1 2974 0.0075 47 0.2350 1.1348 58.0 12.4 2964 0.0075 48 0.2400 1.1328 57.9 12.7 2959 0.0080 49 0.2450 1.1309 57.8 12.9 2954 0.0080 50 0.2500 1.1289 57.7 13.2 2948 0.0085 51 0.2550 1.1309 57.8 13.5 2954 0.0090 52 0.2600 1.1309 57.8 13.7 2954 0.0090 53 0.2690 1.1309 57.8 14.2 2954 0.0090 54 0.2750 1.1289 57.7 14.5 2948 0.0095 55 0.2800 1.1172 57.1 14.8 2918 0.0100 56 0.2850 1.1094 56.7 15.0 2897 0.0100 57 0.2900 1.1074 56.6 15.3 2892 0.0105 58 0.2950 1.1094 56.7 15.6 2897 0.0105 59 0.3000 1.1094 56.7 15.8 2897 0.0110 60 0.3050 1.1094 56.7 16.1 2897 0.0110 61 0.3100 1.1094 56.7 16.4 2897 0.0110 62 0.3150 1.1054 56.5 16.6 2887 0.0115 63 0.3200 1.1054 56.5 16.9 2887 0.0120 64 0.3250 1.1054 56.5 17.2 2887 0.0120 65 0.3300 1.1054 56.5 17.4 2887 0.0120 Knight Piesold Geotechnical Lab.