2016-12-19_REVISION - M1980244 (2)

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Knight Piesold Geotechnical Lab. Test Readings for Specimen No. 1 No. Horizontal Def. Dial in. Load Dial Load lbs. Strain % Shear Stress psf 14 0.1448 2973.000 2973.0 1.8 6813 15 0.1601 3139.000 3139.0 2.0 7207 16 0.1764 3285.000 3285.0 2.2 7558 17 0.1892 3400.000 3400.0 2.4 7835 18 0.2079 3525.000 3525.0 2.6 8143 19 0.2242 3660.000 3660.0 2.8 8472 20 0.2424 3810.000 3810.0 3.0 8840 21 0.2583 3938.000 3938.0 3.2 9156 22 0.2743 4063.000 4063.0 3.4 9466 23 0.2880 4151.000 4151.0 3.6 9689 24 0.3041 4233.000 4233.0 3.8 9901 25 0.3243 4408.000 4408.0 4.1 10337 26 0.3385 4538.000 4538.0 4.2 10662 27 0.3544 4663.000 4663.0 4.4 10978 28 0.3637 4735.000 4735.0 4.5 11161 29 0.3890 4952.000 4952.0 4.9 11711 30 0.4053 5077.000 5077.0 5.1 12033 31 0.4243 5202.000 5202.0 5.3 12360 32 0.4454 5360.000 5360.0 5.6 12771 33 0.4665 5479.000 5479.0 5.8 13091 34 0.4872 5601.000 5601.0 6.1 13419 35 0.5083 5762.000 5762.0 6.4 13844 36 0.5290 5903.000 5903.0 6.6 14222 37 0.5502 6076.000 6076.0 6.9 14681 38 0.5641 6198.000 6198.0 7.1 15003 39 0.5926 6372.000 6372.0 7.4 15484 40 0.6142 6493.000 6493.0 7.7 15824 41 0.6353 6625.000 6625.0 7.9 16192 42 0.6567 6728.000 6728.0 8.2 16492 43 0.6787 6858.000 6858.0 8.5 16861 44 0.6928 6923.000 6923.0 8.7 17054 45 0.7222 7026.000 7026.0 9.0 17377 46 0.7440 7108.000 7108.0 9.3 17633 47 0.7659 7193.000 7193.0 9.6 17898 48 0.7876 7190.000 7190.0 9.8 17944 49 0.8097 7272.000 7272.0 10.1 18205 50 0.8309 7327.000 7327.0 10.4 18396 51 0.8536 7320.000 7320.0 10.7 18437 52 0.8758 7354.000 7354.0 10.9 18581 53 0.8979 7365.000 7365.0 11.2 18666 54 0.9201 7403.000 7403.0 11.5 18821 55 0.9421 7457.000 7457.0 11.8 19018 56 0.9640 7444.000 7444.0 12.0 19044 57 0.9863 7470.000 7470.0 12.3 19171 58 1.0085 7508.000 7508.0 12.6 19330 59 1.0306 7446.000 7446.0 12.9 19231 60 1.0552 7510.000 7510.0 13.2 19465