2016-12-19_REVISION - M1980244 (2)

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Knight Piesold Geotechnical Lab. Test Readings for Specimen No. 2 No. Horizontal Def. Dial in. Load Dial Load lbs. Strain % Shear Stress psf 14 0.1430 1232.000 1236.0 1.8 2832 15 0.1580 1294.000 1298.0 2.0 2979 16 0.1730 1360.000 1364.0 2.2 3137 17 0.1860 1413.000 1417.0 2.3 3264 18 0.2040 1474.000 1478.0 2.5 3413 19 0.2190 1531.000 1535.0 2.7 3551 20 0.2370 1599.000 1603.0 3.0 3717 21 0.2530 1652.000 1656.0 3.2 3848 22 0.2670 1707.000 1711.0 3.3 3983 23 0.2810 1747.000 1751.0 3.5 4083 24 0.2960 1797.000 1801.0 3.7 4208 25 0.3170 1856.000 1860.0 4.0 4358 26 0.3300 1897.000 1901.0 4.1 4461 27 0.3460 1943.000 1947.0 4.3 4579 28 0.3540 1964.000 1968.0 4.4 4633 29 0.3790 2028.000 2032.0 4.7 4799 30 0.3940 2066.000 2070.0 4.9 4899 31 0.4120 2107.000 2111.0 5.1 5008 32 0.4320 2156.000 2160.0 5.4 5137 33 0.4520 2203.000 2207.0 5.7 5263 34 0.4720 2241.000 2245.0 5.9 5368 35 0.4920 2280.000 2284.0 6.2 5476 36 0.5120 2323.000 2327.0 6.4 5594 37 0.5320 2360.000 2364.0 6.7 5698 38 0.5450 2383.000 2387.0 6.8 5763 39 0.5720 2432.000 2436.0 7.1 5903 40 0.5920 2465.000 2469.0 7.4 5999 41 0.6120 2496.000 2500.0 7.6 6091 42 0.6330 2520.000 2524.0 7.9 6167 43 0.6530 2546.000 2550.0 8.2 6247 44 0.6670 2559.000 2563.0 8.3 6291 45 0.6930 2588.000 2592.0 8.7 6385 46 0.7140 2610.000 2614.0 8.9 6458 47 0.7340 2625.000 2629.0 9.2 6513 48 0.7540 2636.000 2640.0 9.4 6558 49 0.7750 2656.000 2660.0 9.7 6627 50 0.7940 2674.000 2678.0 9.9 6689 51 0.8150 2694.000 2698.0 10.2 6759 52 0.8350 2714.000 2718.0 10.4 6828 53 0.8550 2738.000 2742.0 10.7 6908 54 0.8750 2754.000 2758.0 10.9 6968 55 0.8960 2770.000 2774.0 11.2 7029 56 0.9160 2785.000 2789.0 11.5 7087 57 0.9360 2802.000 2806.0 11.7 7150 58 0.9560 2814.000 2818.0 11.9 7201 59 0.9770 2826.000 2830.0 12.2 7253 60 0.9970 2829.000 2833.0 12.5 7282