2016-12-19_REVISION - M1980244 (2)

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Knight Piesold Geotechnical Lab. Test Readings for Specimen No. 3 No. Horizontal Def. Dial in. Load Dial Load lbs. Strain % Shear Stress psf 14 0.1240 2192.000 2192.0 1.6 5010 15 0.1390 2300.000 2300.0 1.7 5267 16 0.1550 2421.000 2421.0 1.9 5555 17 0.1680 2511.000 2511.0 2.1 5771 18 0.1850 2613.000 2613.0 2.3 6018 19 0.2010 2690.000 2690.0 2.5 6208 20 0.2190 2753.000 2753.0 2.7 6369 21 0.2350 2901.000 2901.0 2.9 6725 22 0.2510 3070.000 3070.0 3.1 7131 23 0.2650 3207.000 3207.0 3.3 7463 24 0.2810 3352.000 3352.0 3.5 7817 25 0.3020 3552.000 3552.0 3.8 8306 26 0.3150 3680.000 3680.0 3.9 8619 27 0.3310 3827.000 3827.0 4.1 8982 28 0.3400 3914.000 3914.0 4.3 9197 29 0.3660 4139.000 4139.0 4.6 9759 30 0.3820 4271.000 4271.0 4.8 10092 31 0.4000 4418.000 4418.0 5.0 10464 32 0.4210 4575.000 4575.0 5.3 10866 33 0.4430 4744.000 4744.0 5.5 11300 34 0.4640 4902.000 4902.0 5.8 11709 35 0.4840 5066.000 5066.0 6.0 12133 36 0.5060 5222.000 5222.0 6.3 12543 37 0.5270 5359.000 5359.0 6.6 12908 38 0.5410 5448.000 5448.0 6.8 13147 39 0.5700 5628.000 5628.0 7.1 13634 40 0.5900 5751.000 5751.0 7.4 13970 41 0.6120 5870.000 5870.0 7.6 14302 42 0.6340 5987.000 5987.0 7.9 14630 43 0.6560 6102.000 6102.0 8.2 14956 44 0.6710 6162.000 6162.0 8.4 15134 45 0.7000 6283.000 6283.0 8.8 15492 46 0.7210 6360.000 6360.0 9.0 15727 47 0.7430 6420.000 6420.0 9.3 15924 48 0.7660 6500.000 6500.0 9.6 16174 49 0.7870 6571.000 6571.0 9.8 16398 50 0.8090 6631.000 6631.0 10.1 16598 51 0.8310 6667.000 6667.0 10.4 16740 52 0.8530 6713.000 6713.0 10.7 16907 53 0.8760 6736.000 6736.0 10.9 17020 54 0.8980 6774.000 6774.0 11.2 17169 55 0.9200 6792.000 6792.0 11.5 17268 56 0.9420 6826.000 6826.0 11.8 17408 57 0.9650 6853.000 6853.0 12.1 17534 58 0.9860 6865.000 6865.0 12.3 17618 59 1.0090 6851.000 6851.0 12.6 17640 60 1.0340 6851.000 6851.0 12.9 17703