2016-12-19_REVISION - M1980244 ‎(2)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 12/19/2016
• Doc Name: Responses to DRMS ECOSA Stability Review Comments
• From: Newmont / CC&V
• To: DRMS
• Type & Sequence: AM11
• Email Name: TC1
• Email Name: AME
• Email Name: ERR
• Media Type: D
• Archive: No

Knight Piesold Geotechnical Lab.
Test Readings for Specimen No. 1
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
psf
14 0.1500 671.000 665.0 1.9 1525
15 0.1660 701.000 695.0 2.1 1597
16 0.1810 720.000 714.0 2.3 1644
17 0.1940 741.000 735.0 2.5 1695
18 0.2120 761.000 755.0 2.7 1745
19 0.2270 779.000 773.0 2.9 1791
20 0.2450 794.000 788.0 3.1 1829
21 0.2600 806.000 800.0 3.3 1861
22 0.2750 819.000 813.0 3.5 1895
23 0.2890 827.000 821.0 3.6 1917
24 0.3040 836.000 830.0 3.8 1942
25 0.3240 849.000 843.0 4.1 1977
26 0.3380 853.000 847.0 4.3 1990
27 0.3530 857.000 851.0 4.4 2004
28 0.3620 861.000 855.0 4.5 2015
29 0.3860 872.000 866.0 4.9 2048
30 0.4020 875.000 869.0 5.1 2059
31 0.4200 879.000 873.0 5.3 2074
32 0.4390 884.000 878.0 5.5 2091
33 0.4600 888.000 882.0 5.8 2106
34 0.4800 893.000 887.0 6.0 2124
35 0.5000 902.000 896.0 6.3 2151
36 0.5190 907.000 901.0 6.5 2168
37 0.5400 896.000 890.0 6.8 2148
38 0.5530 901.000 895.0 6.9 2164
39 0.5790 908.000 902.0 7.3 2188
40 0.6000 911.000 905.0 7.5 2202
41 0.6190 917.000 911.0 7.8 2222
42 0.6390 925.000 919.0 8.0 2248
43 0.6590 926.000 920.0 8.3 2256
44 0.6730 930.000 924.0 8.4 2271
45 0.6990 927.000 921.0 8.8 2271
46 0.7190 916.000 910.0 9.0 2250
47 0.7390 914.000 908.0 9.3 2252
48 0.7580 921.000 915.0 9.5 2275
49 0.7790 922.000 916.0 9.8 2284
50 0.7990 926.000 920.0 10.0 2300
51 0.8180 928.000 922.0 10.3 2311
52 0.8390 935.000 929.0 10.5 2336
53 0.8590 936.000 930.0 10.8 2345
54 0.8790 936.000 930.0 11.0 2351
55 0.8990 935.000 929.0 11.3 2356
56 0.9190 933.000 927.0 11.5 2357
57 0.9380 923.000 917.0 11.8 2338
58 0.9580 918.000 912.0 12.0 2332
59 0.9790 921.000 915.0 12.3 2346
60 0.9980 924.000 918.0 12.5 2361